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Sample records for barrier wall construction

  1. A new alternative in vertical barrier wall construction

    Energy Technology Data Exchange (ETDEWEB)

    Rawl, G.F. [Horizontal Technologies Inc., Matlacha, FL (United States)

    1997-12-31

    A new proprietary vertical barrier wall system has been developed to revolutionize the construction process by eliminating many of the concerns of conventional installation method`s with respect to performance, installation constraints and costs. Vertical barrier walls have been used in the environmental and construction industries for a variety of purposes, usually for cut-off or containment. The typical scenario involves a groundwater contamination problem, in which a vertical barrier wall is utilized to contain or confine the spread of contaminants below the ground surface. Conventional construction techniques have been adequate in many applications, but often fall short of their intended purposes due to physical constraints. In many instances, the economics of these conventional methods have limited the utilization of physical barrier walls. Polywall, the trade name for this new barrier wall technology, was subsequently developed to meet these needs and offer a number of distinct advantages in a variety of scenarios by maximizing confinement and minimizing installation costs. Polywall is constructed from chemically resistant high density polyethylene (HDPE) plastic. It has proven in a half-dozen projects to date to be the most cost-effective and technically sound approach to many containment situations. This paper will cover the development of the technology and will provide a brief synopsis of several installations.

  2. MHD Electrode and wall constructions

    Science.gov (United States)

    Way, Stewart; Lempert, Joseph

    1984-01-01

    Electrode and wall constructions for the walls of a channel transmitting the hot plasma in a magnetohydrodynamic generator. The electrodes and walls are made of a plurality of similar modules which are spaced from one another along the channel. The electrodes can be metallic or ceramic, and each module includes one or more electrodes which are exposed to the plasma and a metallic cooling bar which is spaced from the plasma and which has passages through which a cooling fluid flows to remove heat transmitted from the electrode to the cooling bar. Each electrode module is spaced from and electrically insulated from each adjacent module while interconnected by the cooling fluid which serially flows among selected modules. A wall module includes an electrically insulating ceramic body exposed to the plasma and affixed, preferably by mechanical clips or by brazing, to a metallic cooling bar spaced from the plasma and having cooling fluid passages. Each wall module is, similar to the electrode modules, electrically insulated from the adjacent modules and serially interconnected to other modules by the cooling fluid.

  3. PRIORITISING LEAN CONSTRUCTION BARRIERS IN UGANDA'S CONSTRUCTION INDUSTRY

    Directory of Open Access Journals (Sweden)

    Henry Mwanaki Alinaitwe

    2009-06-01

    Full Text Available Engaging in lean construction efforts could prove to be highly rewarding for building firms in Uganda. However, lean construction is risky and can be disastrous if not properly managed. Lean production efforts in some other countries have not been successful due to the many barriers to its successful implementation. To enable sound lean construction efforts and to increase the chances of success in eliminating waste, a thorough investigation of the barriers is essential. This study presents 31 barriers and investigates their influence (strength on the success of lean construction initiatives. Structured interviews were carried out with technical managers of building firms to assess their perception of the barriers to lean production based on their experience at their firms. The strongest barrier is the provision of inputs exactly when required. Additionally, the barriers were ranked according to the ease of overcoming each. The easiest barrier to overcome is keeping the required items in the right place. Finally, a graphical aid is provided to enable decision makers to concentrate their efforts on the influential (strong, yet easy to overcome barriers. A lack of buildable designs and a participative management style for the workforce are the most important barriers to successful waste reduction in terms of strength and ease of overcoming. On the other hand, a lack of an organisational culture that supports teamwork, a lack of prefabrication and a lack of knowledgeable and skilled workers are regarded as low in strength, and at the same time difficult to overcome.

  4. Opportunities and barriers to straw construction

    DEFF Research Database (Denmark)

    White, Caroline Meyer; Howard, Thomas J.; Lenau, Torben Anker

    2012-01-01

    solution for these demands, while also offering the opportunity for very financially competitive solutions, it is of interest to determine their appropriateness in the design phase of a building. Through a study carried out by means of a review of the current state of the-art literature on straw...... construction, and a series of qualitative interviews with a variety of stakeholders from previous straw build housing projects, results were gathered to find the most influential motives, barriers and considerations for straw build housing construction. Based on this empirical data, a design guide has been...... dealt with and thus perceived as a barrier to straw build, rather than simply a problem of a general character....

  5. Constructing self-concordant barriers for convex cones

    OpenAIRE

    Nesterov, Yurii

    2006-01-01

    In this paper we develop a technique for constructing self-concordant barriers for convex cones. We start from a simple proof for a variant of standard result [1] on transformation of a -self-concordant barrier for a set into a self-concordant barrier for its conic hull with parameter (3.08 + 3.57)2 . Further, we develop a convenient composition theorem for constructing barriers directly for convex cones. In particular, we can construct now good barriers for several interesting cones obtained...

  6. The character of a wall : the changing construction of agricultural walls on the island of Gozo

    OpenAIRE

    Thompson, Adam

    2007-01-01

    The current paper describes the changing construction of agricultural walls on the island of Gozo, part of the Maltese islands in the Mediterranean Sea. The described changes represent physical artifactual evidence of the changing culture of a nation that gained its independence only forty years ago yet maintains a history over five thousand years old. In this regard, the analysis provides an ethnoarchaeological portrayal of a wall and its construction; the form of the wall displays its...

  7. Constructing bottom barriers with met grouting

    Energy Technology Data Exchange (ETDEWEB)

    Shibazaki, M.; Yoshida, H. [Chemical Grouting Company, Tokyo (Japan)

    1997-12-31

    Installing a bottom barrier using conventional high pressure jetting technology and ensuring barrier continuity is challenging. This paper describes technology that has been developed and demonstrated for the emplacement of bottom barriers using pressures and flow rates above the conventional high pressure jetting parameters. The innovation capable of creating an improved body exceeding 5 meters in diameter has resulted in the satisfying connection and adherence between the treated columns. Besides, the interfaces among the improved bodies obtain the same strength and permeability lower than 1 x 10{sup -7} cm/sec as body itself. A wide variety of the thickness and the diameter of the improved mass optimizes the application, and the method is nearing completion. The paper explains an aspect and briefs case histories.

  8. PRACTICAL EARTH ANCHORING TECHNOLOGY FOR STRENGTHENING SLOPE WALL PROTECTION (CASE STUDY: DG. SIRUA ROAD POST CONSTRUCTION FAILURE WITH SKYHOOK ??? GRID BEAM TECHNOLOGY IN MAKASSAR CITY ??? INDONESIA)

    OpenAIRE

    Samang, Lawalenna; Hino, Takenori; Harianto, Tri; Ramli, Muhammad Isran; Walenna, Muhammad Akbar

    2013-01-01

    The application of soil anchoring system and grid beam method of strengthening protection wall post construction failure was observed in this research. The construction of the slope wall protection is situated to suit the existence of barrier made for aqueduct. Based on the numerical simulation on scenario of potential causes of slope failure, it indicates several phenomena such as the stability of barrier foundation experiences drastic drop. Scrutinizing the result of investigation and ideal...

  9. State of offsite construction in India-Drivers and barriers

    Science.gov (United States)

    Arif, M.; Bendi, D.; Sawhney, A.; Iyer, K. C.

    2012-05-01

    The rapid growth of the construction industry in India has influenced key players in the industry to adopt alternative technologies addressing time, cost and quality. The rising demand in housing, infrastructure and other facilities have further highlighted the need for the construction industry to look at adopting alternate building technologies. Offsite construction has evolved as a panacea to dealing with the under-supply and poor quality in the current age construction industry. Several offsite techniques have been adopted by the construction sector. Although, different forms of offsite techniques have been around for a while but their uptake has been low in the Indian context. This paper presents the perceptions about offsite construction in India and highlights some of the barriers and drivers facing the Indian construction industry. The data was gathered through a survey of 17 high level managers from some of the largest stakeholder organizations of the construction sector in India. The influence of time and cost has been highlighted as a major factor fuelling the adoption of offsite construction. However, the influence of current planning systems and the need for a paradigm shift are some of the prominent barriers towards the adoption of offsite techniques.

  10. Cast-in-place concrete thin-wall pipe pile as barrier for vibration isolation

    Institute of Scientific and Technical Information of China (English)

    张富有; 陈灿寿; 魏良甲; 张霆

    2008-01-01

    Three dimensional analysis was performed by regarding vibration isolation performance cast-in-place concrete thin-wall pipe pile (PCC) and using the finite element analysis software ANSYS. The ground vertical amplitude was analyzed behind the single row cast-in-place concrete thin-wall pipe pile after the source vibration, and the influencing factors were also studied. The results indicate that in the one time of wavelength before the barrier, the oscillation amplitude is weakened; meanwhile the range which covers 4 times wavelength behind the barrier has a good vibration isolation effect, when the distance is larger than the barrier latter 4 times wavelength vibration isolation expiration.

  11. Cut-off wall construction at the Peribonka hydroelectric project

    Energy Technology Data Exchange (ETDEWEB)

    Ouellette, C.; Morency, J.Y.; Bigras, A.; Hammamji, Y. [Hydro-Quebec Equipment, Montreal, PQ (Canada); Gagne, B. [SNC-Lavalin, Montreal, PQ (Canada); Rattue, A. [SNC-Lavalin, Montreal, PQ (Canada). Energy Division

    2007-07-01

    The Peribonka hydroelectric development, located in Quebec includes a 80 metre high dam and two dikes consisting of zoned earth and rock fills with a till core, an underground power house, a diversion tunnel and a spillway. The project is in its final stages of construction and presented several challenges related to the presence of a deep canyon under the river bed filled with alluvial sand, gravel, cobbles and boulders. The design included an approximately 10 metre high working platform in the river and the construction of a plastic concrete cut-off wall down to bedrock. The construction of a 116 metre deep single cut-off wall that is at the limit of precedent in terms of present knowledge and equipment capacity was the main challenge for the project. In addition, a 52 metre deep plastic concrete cut-off wall was built under a dyke. This conference discussed the cut-off wall construction experience, as well as the challenges encountered and how they were addressed. The paper presented a description of the site conditions and the scope of the work, as well as the typical specifications of the cut-offs. The paper also provided an overview of an extensive quality control program that was implemented for all phases of the project construction and results of the project. Last, the paper described the challenges, problems encountered and the modifications from the initial design and specifications. It was concluded that the topography at the Peribonka dam site showed a deep narrow gully filled with alluvial material comprising sand, gravel, cobbles and boulders. Elaborate quality control was essential to ensure that excavation and concreting were done to satisfactory standards. 4 refs., 4 tabs., 11 figs.

  12. Perceptions on Barriers to the Use of Burnt Clay Bricks for Housing Construction

    Directory of Open Access Journals (Sweden)

    Bernard K. Baiden

    2014-01-01

    Full Text Available Burnt clay bricks can be readily manufactured in Ghana as all ten regions have significant clay deposits with the Ashanti region having the highest estimated deposit of 37.1 million metric tonnes. In recent times, burnt clay bricks have been regarded as old fashioned and replaced by other perceived modern walling units within Kumasi, the metropolitan capital of Ashanti Region, despite its availability, unique advantages (aesthetics, low maintenance cost, etc., and structural and nonstructural properties. This study involved a questionnaire survey of 85 respondents made up of architects, brick manufacturing firms, and brick house owners or occupants in the Kumasi Metropolis of Ghana and sought to examine their perceptions on barriers to the use of burnt clay bricks for housing construction. The findings revealed that the key factors inhibiting the use of burnt clay bricks for housing construction are low material demand, excessive cost implications, inappropriate use in construction, noncompatibility of burnt clay bricks with other materials, unreliable production, and transportation problems. The findings however provide a platform for stakeholders to address the barriers to enable the extensive use of clay bricks in housing constructions.

  13. Universal Pinning Energy Barrier for Driven Domain Walls in Thin Ferromagnetic Films

    Science.gov (United States)

    Jeudy, V.; Mougin, A.; Bustingorry, S.; Savero Torres, W.; Gorchon, J.; Kolton, A. B.; Lemaître, A.; Jamet, J.-P.

    2016-07-01

    We report a comparative study of magnetic field driven domain wall motion in thin films made of different magnetic materials for a wide range of field and temperature. The full thermally activated creep motion, observed below the depinning threshold, is shown to be described by a unique universal energy barrier function. Our findings should be relevant for other systems whose dynamics can be modeled by elastic interfaces moving on disordered energy landscapes.

  14. Gas Barrier and Separation Behavior of Graphene Oxide Nanobrick Wall Thin Films

    Science.gov (United States)

    Grunlan, Jaime

    2015-03-01

    In many cases, electronics packaging requires electrical conductivity and barrier to oxygen, even under humid conditions. These two properties have simultaneously been realized through the use of surfactant-free aqueous layer-by-layer (LbL) processing, in the form of a polymer composite nanocoating. By layering graphene oxide (GO) with polyethyleneimine (PEI), a ``nano brick wall'' structure has been created, imparting gas barrier properties to the film. Reducing the graphene oxide with a thermal treatment further produces high oxygen barrier in humid conditions and imparts high electrical conductivity (σ ~ 1750 S/m). These thin films (300), making them interesting for gas purification membranes. The flexible nature of the aforementioned thin films, along with their excellent combination of transport properties, make them ideal candidates for use in a broad range of electronics and other packaging applications.

  15. FACTORS AFFECTING THE HYDRAULIC BARRIER PERFORMANCE OF SOIL-BENTONITE MIXTURE CUT-OFF WALL

    Science.gov (United States)

    Takai, Atsushi; Inui, Toru; Katsumi, Takeshi; Kamon, Masashi; Araki, Susumu

    Containment technique using cut-off walls is a valid method against contaminants in subsurface soil and/or groundwater. This paper states laboratory testing results on hydraulic barrier performance of Soil-Bentonite (SB), which is made by mixing bentonite with in-situ soil. Since the bentonite swelling is sensitive to chemicals, chemical compatibility is important for the hydraulic barrier performance of SB. Hydraulic conductivity tests using flexible-wall permeameter were conducted on SB specimens with various types and concentrations of chemicals in the pore water and/or in the permeant and with various bentonite powder contents. As a result, hydraulic barrier performance of SB was influenced by the chemical concentration in the pore water of original soil and bentonite powder content. In the case that SB specimens have damage parallel to the permeating direction, no significant leakage in the SB occurs by the self-sealing property of SB. In addition, the hydraulic conductivity values of SB have excellent correlation with their plastic indexes and swelling pr essures, thus these properties of SB have some possibility to be indicators for estimation of the hydraulic barrier performance of SB.

  16. Quantitative research on exit barrier in construction enterprise with different ownership

    Institute of Scientific and Technical Information of China (English)

    LI Xiao-dong; XIAO Hou-zhong; ZHANG Zhi-hui; WANG Dan-song

    2006-01-01

    "Exit barrier" means the obstacle keeping enterprises from competing even though their profits may be negative. This paper presents quantitative research on the exit barrier's effect on the Chinese construction industry using questionnaire investigation. The exit barrier was classified into six categories, and then the categories were ranked and analyzed according to the respondents from the state-owned enterprises (SOEs) and non stateowned enterprises (NSOEs), respectively. The main obstacles related to the exit barrier in SOEs and NSOEs were revealed. Finally, suggestions were provided to diminish the exit barrier effect on the construction industry.

  17. Review on Thermal Characteristics of Compound Outdoor Wall of Wood Framed Construction

    Institute of Scientific and Technical Information of China (English)

    FEI Benhua; ZHAO Yong; REN Haiqing; CHEN Enling

    2006-01-01

    As one of the most important components of a construction, the outdoor wall plays a significant role in heat insulation, heat preservation and energy saving. Improving the heat insulation of the outdoor wall is the focus of researchers. This paper reviews the development of the compound outdoor wall and introduces the structure of the compound outdoor wall of wood framed construction. Methods for measuring the thermal characteristics of the compound outdoor wall including the steady and unsteady state thermal characteristics, tests in laboratory and field, and researches on the thermal characteristics of the compound outdoor wall are elaborately reviewed. Researches on the thermal characteristics of the compound outdoor wall will promote the further development of wood framed construction in China.

  18. Construction of Flexible Subterranean Hydraulic Barriers in Soil and Rock

    International Nuclear Information System (INIS)

    In the management of radioactive waste sites, there is sometimes a need to divert infiltration water; or contain or divert contaminated groundwater. This paper discusses several experimental techniques based on super permeating molten wax. Many of the methods are suited to form both vertical or horizontal barriers in-situ in the ground. The first method is based on thermally controlled permeation grouting between drilled holes that produces a very thick barrier in soil, rock, or even fractured rock up to 600 meters deep. The second method is a variation on jet grouting for producing a thin low cost barrier in soil. Also discussed is a technique for forming an infiltration barrier within the surface soil over an underground tank farm and a method for encapsulating a buried waste without excavation. These new methods can produce durable subterranean barriers of high integrity. These barriers are made with a special malleable wax that soaks into the soil or rock matrix. The wax is far more impermeable than clay or cement and can flex and stretch in response to soil movements. The wax contains no water and is not prone to damage from soil moisture changes. (authors)

  19. Seismic Performance of Composite Shear Walls Constructed Using Recycled Aggregate Concrete and Different Expandable Polystyrene Configurations

    OpenAIRE

    Wenchao Liu; Wanlin Cao; Jianwei Zhang; Qiyun Qiao; Heng Ma

    2016-01-01

    The seismic performance of recycled aggregate concrete (RAC) composite shear walls with different expandable polystyrene (EPS) configurations was investigated. Six concrete shear walls were designed and tested under cyclic loading to evaluate the effect of fine RAC in designing earthquake-resistant structures. Three of the six specimens were used to construct mid-rise walls with a shear-span ratio of 1.5, and the other three specimens were used to construct low-rise walls with a shear-span ra...

  20. A Composite Steel Plate Shear Walls for Offshore Constructions

    Directory of Open Access Journals (Sweden)

    Badri Albarody Thar M.

    2014-07-01

    Full Text Available A new-type of weldable composite steel plate shear wall, which consists of a steel plate sandwiched by either of two or one composite panels at each side or at one side, has been proposed. An analytical model for such shear wall – via shell model is derived and the vibrational modes are discussed. Truss reinforcement is used to increase the integration between the steel and composite layers and the cross sectional properties were graded by magnetic nanoparticles fillers. The thickness shear modes at the composite wall appear higher than those of thickness stretch modes, but they are varied in a very orderly manner with respect to the vibrational mode. Also, some of characteristics are examined.

  1. Feasibility of permeation grouting for constructing subsurface barriers

    International Nuclear Information System (INIS)

    Efforts are being made to devise technologies that provide interim containment of waste sites while final remediation alternatives are developed. Permeation grouting, a technique used extensively in the civil and mining engineering industry has been investigated as a method for emplacing a subsurface containment barrier beneath existing waste sites. Conceptually an underlying barrier is placed by injecting grout into the formation at less than fracturing pressure from a series of directionally drilled boreholes beneath the waste site. This study evaluated the penetration and performance characteristics in varying soil conditions of four different grout materials (two microfine cements, mineral wax, and sodium silicate) at a field scale. Field testing consisted of grout injection via sleeve (tube-a'-manchette) pipe into both vertical and horizontal borehole configurations at the Mixed Waste Landfill Integrated Demonstration site at Sandia National Laboratories. Prior to, during, and after grout injection non-intrusive geophysical techniques were used to map grout flow. Following the tests, the site was excavated to reveal details of the grout permeation, and grouted soil samples were cored for laboratory characterization. The non-intrusive and intrusive grout mapping showed preferential flow patterns, i.e., the grout tended to follow the path of least resistance. Preliminary testing indicates that permeation grouting is a feasible method for emplacing a low permeability subsurface barrier in the semi-arid unconsolidated alluvial soils common to the Southwest. Despite the success of this project, difficulties in predicting grout flow in heterogeneous soils and non-intrusive methods for imaging grout location and continuity are issues that need more attention

  2. Seismic Performance of Composite Shear Walls Constructed Using Recycled Aggregate Concrete and Different Expandable Polystyrene Configurations

    Directory of Open Access Journals (Sweden)

    Wenchao Liu

    2016-03-01

    Full Text Available The seismic performance of recycled aggregate concrete (RAC composite shear walls with different expandable polystyrene (EPS configurations was investigated. Six concrete shear walls were designed and tested under cyclic loading to evaluate the effect of fine RAC in designing earthquake-resistant structures. Three of the six specimens were used to construct mid-rise walls with a shear-span ratio of 1.5, and the other three specimens were used to construct low-rise walls with a shear-span ratio of 0.8. The mid-rise and low-rise shear walls consisted of an ordinary recycled concrete shear wall, a composite wall with fine aggregate concrete (FAC protective layer (EPS modules as the external insulation layer, and a composite wall with sandwiched EPS modules as the insulation layer. Several parameters obtained from the experimental results were compared and analyzed, including the load-bearing capacity, stiffness, ductility, energy dissipation, and failure characteristics of the specimens. The calculation formula of load-bearing capacity was obtained by considering the effect of FAC on composite shear walls as the protective layer. The damage process of the specimen was simulated using the ABAQUS Software, and the results agreed quite well with those obtained from the experiments. The results show that the seismic resistance behavior of the EPS module composite for shear walls performed better than ordinary recycled concrete for shear walls. Shear walls with sandwiched EPS modules had a better seismic performance than those with EPS modules lying outside. Although the FAC protective layer slightly improved the seismic performance of the structure, it undoubtedly slowed down the speed of crack formation and the stiffness degradation of the walls.

  3. Evaluation of two new grouts for constructing subsurface barriers

    International Nuclear Information System (INIS)

    This paper presents the results of laboratory and field tests to evaluate two new grout materials for creating low-permeability barriers in unconsolidated soils. The grout materials of interest are a particulate grout developed in Germany, consisting of a naturally occurring wax (montan wax), water, and bentonite, and a glyoxal-modified sodium silicate chemical grout developed in France. The test program assesses the suitability of the grout for creating subsurface containment barriers in contaminated soils over a range of soil and contaminant conditions. Laboratory activities are described that evaluated permeability reductions achieved by grout placement within a range of soil types and assessed the compatibility of the grouts with a variety of waste forms. A series of single-borehole injection tests are described that were conducted at the Mixed Waste Landfill Integration Demonstration site at Sandia National Laboratories to evaluate the grout performance and permeation distances under field-scale conditions. Injection and monitoring methods are described, and the results of the single-borehole tests are reviewed

  4. Demonstration of in situ-constructed horizontal soil containment barrier at Fernald

    International Nuclear Information System (INIS)

    A new design of jet grouting tool that can be guided by horizontal well casings and that operates in the horizontal plane has been used for the in situ placement of grout and construction of a prototype horizontal barrier that is free of windows. Jet grouting techniques have been advanced to permit construction of horizontal barriers underneath contaminated soil without having to excavate or disturb the waste. The paper describes progress on the Fernald Environmental Restoration Management Corporation (FERMCO) In Situ Land Containment Project which is sponsored by the US Department of Energy's (DOE) Office of Technology Development (OTD) for DOE's Fernald Environmental Management Project (FEMP). The Fernald project is to demonstrate a novel, enabling technology for the controlled underground placement of horizontal panels of grout, and the joining of adjacent panels to construct practical, extensive barriers. Construction strategy, equipment mechanics and operating details of this new method are described

  5. Integral Facade Construction: Towards a new product architecture for curtain walls

    NARCIS (Netherlands)

    Klein, T.

    2013-01-01

    Curtain wall constructions are one of the most applied facade constructions today. Independently attached to the primary load bearing structure of the building they protect the building’s interior from external climate conditions and allow great design freedom. With continuously rising requirements

  6. Exploring the Barriers and the Level of TQM Implementation in Malaysian Construction Industry

    OpenAIRE

    Tey, Lian Seng; Ooi, Teck Loon

    2014-01-01

    More and More construction firms are engaging in Total Quality Management (TQM) to improve the quality of their products which, in hope of, ultimately lead to higher level of customer satisfaction. However, there are still a number of players in Malaysian construction industry refused to implement TQM. This study aimed at identifying the barriers for construction firms to engage in TQM and tested its relationship with the level of implementation of TQM. Based on data collected from 138 engine...

  7. Integral Facade Construction: Towards a new product architecture for curtain walls

    OpenAIRE

    Tillmann Klein

    2013-01-01

    Curtain wall constructions are one of the most applied facade constructions today. Independently attached to the primary load bearing structure of the building they protect the building’s interior from external climate conditions and allow great design freedom.With continuously rising requirements in terms of energy savings the constructional principle has reached its limits and strategies for improvement are needed.Incrementally evolved over time it is closely related to the architectural de...

  8. Exploring the Barriers and the Level of TQM Implementation in Malaysian Construction Industry

    Directory of Open Access Journals (Sweden)

    Tey, Lian Seng

    2014-04-01

    Full Text Available More and More construction firms are engaging in Total Quality Management (TQM to improve the quality of their products which, in hope of, ultimately lead to higher level of customer satisfaction. However, there are still a number of players in Malaysian construction industry refused to implement TQM. This study aimed at identifying the barriers for construction firms to engage in TQM and tested its relationship with the level of implementation of TQM. Based on data collected from 138 engineers from Malaysian construction firms, the results showed that there were six barriers of implementation of TQM in Malaysian construction industry, which were lack of knowledgeable personnel, low bid mindset, lack of effective communication, extra cost and time consuming, lack of top management support and difficulties in measurement. The results also showed that only lack of effective communication and lack of top management support were not significantly associated with the level of implementation of TQM.

  9. High-R Walls for New Construction Structural Performance. Wind Pressure Testing

    Energy Technology Data Exchange (ETDEWEB)

    DeRenzis, A. [NAHB Research Center Industry Partnership, Upper Marlboro, MD (United States); Kochkin, V. [NAHB Research Center Industry Partnership, Upper Marlboro, MD (United States)

    2013-01-01

    This technical report is focused primarily on laboratory testing that evaluates wind pressure performance characteristics for wall systems constructed with exterior insulating sheathing. This research and test activity will help to facilitate the ongoing use of non-structural sheathing options and provide a more in-depth understanding of how wall system layers perform in response to high wind perturbations normal to the surface.

  10. High-R Walls for New Construction Structural Performance: Wind Pressure Testing

    Energy Technology Data Exchange (ETDEWEB)

    DeRenzis, A.; Kochkin, V.

    2013-01-01

    This technical report is focused primarily on laboratory testing that evaluates wind pressure performance characteristics for wall systems constructed with exterior insulating sheathing. This research and test activity will help to facilitate the ongoing use of non-structural sheathing options and provide a more in-depth understanding of how wall system layers perform in response to high wind perturbations normal to the surface.

  11. Hybrid Wall Construction and Quality Control Issues in Wyandotte, Michigan

    Energy Technology Data Exchange (ETDEWEB)

    Lukachko, A. [Building Science Corporation, Somerville, MA (United States); Grin, A. [Building Science Corporation, Somerville, MA (United States); Bergey, D. [Building Science Corporation, Somerville, MA (United States)

    2013-12-01

    This report is the second report on the Wyandotte Neighborhood Stabilization Program 2 project in Wyandotte, MI, and documents refinements to the design, construction, and quality control for the high R-value enclosure. The report will be of interest to designers and builders of production housing in Cold Climates. The focus of the second round of research was on using the hybrid insulation approach to develop a reliable method of achieving consistently low airtightness numbers. There are two primary outcomes from this research. First, the airtightness measurements demonstrate that with a shallow learning curve, even new builders entering the program having little experience with the technology package are able to achieve consistent results that are less than 1.5 ACH50. Second, the process changes implemented to help secure these results were straightforward and ended up encouraging better communication between designer, builder, and the city officials supervising the project.

  12. Hybrid Wall Construction and Quality Control Issues in Wyandotte, Michigan

    Energy Technology Data Exchange (ETDEWEB)

    Lukachko, A. [National Renewable Energy Lab. (NREL), Golden, CO (United States); Grin, A. [National Renewable Energy Lab. (NREL), Golden, CO (United States); Bergey, D. [National Renewable Energy Lab. (NREL), Golden, CO (United States)

    2013-12-01

    This report is the second report on the Wyandotte NSP2 project in Wyandotte, MI and documents refinements to the design, construction, and quality control for the High R-value enclosure. The report will be of interest to designers and builders of production housing in Cold Climates. The focus of the second round of research was on using the hybrid insulation approach to develop a reliable methodof achieving consistently low airtightness numbers. There are two primary outcomes from this research. First, the airtightness measurements demonstrate that with a shallow learning curve, even new builders entering the program having little experience with the technology package are able to achieve consistent results that are less than 1.5 ACH50. Second, the process changes implemented to helpsecure these results were straightforward and ended up encouraging better communication between designer, builder, and the City officials supervising the project.

  13. Quantum mechanical understanding of field dependence of the apex barrier of a single-wall carbon nanotube

    Science.gov (United States)

    Peng, Jie; Li, Zhibing; He, Chunshan; Deng, Shaozhi; Xu, Ningsheng; Zheng, Xiao; Chen, Guanhua

    2005-12-01

    The potential barrier at the apex of a single-wall carbon nanotube emitter is found to be strongly and nonlinearly dependent on the external applied field, due to a quantum mechanical mechanism instead of the correction of image potential in Fowler-Nordheim theory. The field enhancement factor depends on the applied field and is much smaller than that predicted by the classical theory. The field induced apex-vacuum barrier lowering is confirmed to be the essential mechanism for efficient field electron emission from capped carbon nanotubes.

  14. The performance of in situ grown Schottky-barrier single wall carbon nanotube field-effect transistors

    Energy Technology Data Exchange (ETDEWEB)

    Zhou, Zhixian [ORNL; Eres, Gyula [ORNL; Jin, Rongying [ORNL; Subedi, Alaska P [ORNL; Mandrus, David [ORNL; Kim, Eugene [ORNL

    2009-01-01

    Electrical transport measurements were used to study device behavior that results from the interplay of defects and inadvertent contact variance that develops in as-grown semiconducting single wall carbon nanotube devices with nominally identical Au contacts. The transport measurements reveal that as-grown nanotubes contain defects that limit the performance of field-effect transistors with ohmic contacts. In Schottky-barrier field-effect transistors the device performance is dominated by the Schottky barrier and the nanotube defects have little effect. We also observed strong rectifying behavior attributed to extreme contact asymmetry due to the different nanoscale roughness of the gold contacts formed during nanotube growth.

  15. The performance of in situ grown Schottky-barrier single wall carbon nanotube field-effect transistors

    Energy Technology Data Exchange (ETDEWEB)

    Zhou Zhixian [Department of Physics and Astronomy, Wayne State University, Detroit, MI 48201 (United States); Eres, Gyula; Jin Rongying; Subedi, Alaska; Mandrus, David [Materials Science and Technology Division, Oak Ridge National Laboratory, Oak Ridge, TN 37831 (United States); Kim, Eugene H [Department of Physics, University of Windsor, Windsor, ON, N9B 3P4 (Canada)], E-mail: zxzhou@wayne.edu

    2009-02-25

    Electrical transport measurements were used to study device behavior that results from the interplay of defects and inadvertent contact variance that develops in as-grown semiconducting single wall carbon nanotube devices with nominally identical Au contacts. The transport measurements reveal that as-grown nanotubes contain defects that limit the performance of field-effect transistors with ohmic contacts. In Schottky-barrier field-effect transistors the device performance is dominated by the Schottky barrier and the nanotube defects have little effect. We also observed strong rectifying behavior attributed to extreme contact asymmetry due to the different nanoscale roughness of the gold contacts formed during nanotube growth.

  16. The performance of in situ grown Schottky-barrier single wall carbon nanotube field-effect transistors

    International Nuclear Information System (INIS)

    Electrical transport measurements were used to study device behavior that results from the interplay of defects and inadvertent contact variance that develops in as-grown semiconducting single wall carbon nanotube devices with nominally identical Au contacts. The transport measurements reveal that as-grown nanotubes contain defects that limit the performance of field-effect transistors with ohmic contacts. In Schottky-barrier field-effect transistors the device performance is dominated by the Schottky barrier and the nanotube defects have little effect. We also observed strong rectifying behavior attributed to extreme contact asymmetry due to the different nanoscale roughness of the gold contacts formed during nanotube growth.

  17. How walls do work: Security barriers as devices of interruption and data capture

    NARCIS (Netherlands)

    P. Pallister-Wilkins

    2016-01-01

    What do security barriers do beyond blockading or demarcating territory? This article argues for an understanding of security barriers as sociotechnical devices. It argues for a rearticulation of security barriers as more than territorial technologies or the products and producers of sovereign power

  18. Construction Guidelines for High R-Value Walls without Exterior Rigid Insulations

    Energy Technology Data Exchange (ETDEWEB)

    Arena, Lois B.

    2016-07-13

    High-R wall assemblies (R-40 and above) are gaining popularity in the market due to programs like the DOE's Zero Energy Ready Home program, Passive House (PH), Net Zero Energy Home (NZEH) challenges in several states, and highly incentivized retrofit programs. In response to this demand, several builders have successfully used 'double wall' systems to more practically achieve higher R-values in thicker, framed walls. To builders of conventional stick-framed homes, often one of the most appealing features of double wall systems is that there are very few new exterior details. Exterior sheathing, structural bracing, house wrap or building paper, window and door flashing, and siding attachment are usually identical to good details in conventional framed wall systems. The information presented in this guide is intended to reduce the risk of failure in these types of assemblies, increase durability, and result in a reduction of material brought to landfills due to failures and resulting decay. While this document focuses on double wall framing techniques, the majority of the information on how to properly construct and finish high R-value assemblies is applicable to all wall assemblies that do not have foam insulation installed on the exterior of the structural sheathing. The techniques presented have been shown through field studies to reduce the likelihood of mold growth and moisture related damage and are intended for builders, framing contractors, architects, and consultants involved in designing and building super insulated homes.

  19. Construction Guidelines for High R-Value Walls without Exterior Rigid Insulation

    Energy Technology Data Exchange (ETDEWEB)

    Arena, Lois B. [Steven Winter Associates, Inc., Norwalk, CT (United States). Consortium for Advanced Residential Buildings

    2016-07-13

    High-R wall assemblies (R-40 and above) are gaining popularity in the market due to programs like the DOE's Zero Energy Ready Home program, Passive House (PH), Net Zero Energy Home (NZEH) challenges in several states, and highly incentivized retrofit programs. In response to this demand, several builders have successfully used 'double wall' systems to more practically achieve higher R-values in thicker, framed walls. To builders of conventional stick-framed homes, often one of the most appealing features of double wall systems is that there are very few new exterior details. Exterior sheathing, structural bracing, house wrap or building paper, window and door flashing, and siding attachment are usually identical to good details in conventional framed wall systems. The information presented in this guide is intended to reduce the risk of failure in these types of assemblies, increase durability, and result in a reduction of material brought to landfills due to failures and resulting decay. While this document focuses on double wall framing techniques, the majority of the information on how to properly construct and finish high R-value assemblies is applicable to all wall assemblies that do not have foam insulation installed on the exterior of the structural sheathing. The techniques presented have been shown through field studies to reduce the likelihood of mold growth and moisture related damage and are intended for builders, framing contractors, architects, and consultants involved in designing and building super insulated homes.

  20. Target or barrier? The cell wall of early- and later- diverging plants vs cadmium toxicity: differences in the response mechanisms

    Directory of Open Access Journals (Sweden)

    Luigi eParrotta

    2015-03-01

    Full Text Available Increasing industrialization and urbanization result in emission of pollutants in the environment including toxic heavy metals, as cadmium and lead. Among the different heavy metals contaminating the environment, cadmium raises great concern, as it is ecotoxic and as such can heavily impact ecosystems. The cell wall is the first structure of plant cells to come in contact with heavy metals. Its composition, characterized by proteins, polysaccharides and in some instances lignin and other phenolic compounds, confers the ability to bind non-covalently and/or covalently heavy metals via functional groups. A strong body of evidence in the literature has shown the role of the cell wall in heavy metal response: it sequesters heavy metals, but at the same time its synthesis and composition can be severely affected. The present review analyzes the dual property of plant cell walls, i.e. barrier and target of heavy metals, by taking Cd toxicity as example. Following a summary of the known physiological and biochemical responses of plants to Cd, the review compares the wall-related mechanisms in early- and later-diverging land plants, by considering the diversity in cell wall composition. By doing so, common as well as unique response mechanisms to metal/cadmium toxicity are identified among plant phyla and discussed. After discussing the role of hyperaccumulators’ cell walls as a particular case, the review concludes by considering important aspects for plant engineering.

  1. BIM in Malaysian Construction Industry: Status, Advantages, Barriers and Strategies to Enhance the Implementation Level

    Directory of Open Access Journals (Sweden)

    Aftab Hameed Memon

    2014-08-01

    Full Text Available Building Information Modeling (BIM is a new approach of construction design. It does not only facilitate the digital representation for designs but also provides all the necessary information for any project before it is constructed. Despite this advantage, the adoption of BIM in Malaysian construction is very low. Motivated by this, current study has focused on assessing current status of BIM implementation in Malaysian construction industry. It has also investigated advantages and disadvantages together with barriers to implementations of BIM and proposing effective strategies for enhancing the BIM implementation in construction industry. Investigation was done through survey where 150 questionnaire forms were distributed and 95 completed forms received back were analyzed with Average Index (AI and Relative Importance Index (RII method. Findings of the study revealed that the rate of BIM implementation in construction industry is very low. Major advantages of BIM are improved scheduling, improved drawing coordinated, controlling time and cost and singe detailed model. Enhanced collaboration, requires coordinated drawing, interoperability are the major disadvantages and limitations of BIM. Major barriers to low level of BIM implementation are lack of competent staff to operate the software, unawareness of the technology and non availability of parametric library. Provision of trial software, training of construction staff and introducing of BIM in university curriculum are very effective strategies in enhancing the implementation of BIM.

  2. Honeycomb core material for sandwich construction - with common hexagonal walls bonded by thermoplastic resin and free walls carrying layer of resin and masking agent

    NARCIS (Netherlands)

    unknown

    1991-01-01

    Abstract of NL 8902116 (A) In a honeycomb core material for a sandwich construction, the common hexagonal walls are bonded together by a thermoplastic resin, and the free hexagonal walls carry a layer of the same resin and also a masking agent. - A number of plates of raw material are given strips

  3. Design and construction of a soil bentonite cut-off wall for Suncor's South Tailings Pond

    Energy Technology Data Exchange (ETDEWEB)

    Stephens, B. [Klohn Crippen Berger Ltd., Calgary, AB (Canada); Bowron, M. [Suncor Energy Inc., Fort McMurray, AB (Canada)

    2010-07-01

    Commissioned in July 2006, Suncor's South Tailings Pond (STP) is an external oil sands tailings storage facility with a footprint of 2300 hectares including infrastructure. The Southwest cut-off wall was completed in 2008, forming one of four principal seepage management systems for the STP. The cut-off wall consists of soil bentonite backfill from native materials from the wall excavation. Construction of the wall utilized both a long-stick back-hoe and crane mounted clamshell to excavate the wall under bentonite slurry. This paper discussed the construction of the cut-off wall as well as the the field and laboratory testing programs that determined the soil-bentonite mix. It also described the quality assurance and quality control programs conducted during construction. Last, the paper provided a brief discussion of the design and construction issues specific to seepage cut-off walls in the oil sands region. It was concluded that while construction of a soil-bentonite wall is a simple process, a professional experienced in the construction of deep walls is essential to achieve a quality product. Technical site support is also needed by the construction team in order to confirm geology, material properties and design assumptions. 1 tab., 5 figs.

  4. High-R Walls for New Construction Structural Performance: Integrated Rim Header Testing

    Energy Technology Data Exchange (ETDEWEB)

    DeRenzis, A.; Kochkin, V.; Wiehagen, J.

    2013-01-01

    Two prominent approaches within the Building America Program to construct higher R-value walls have included use of larger dimension framing and exterior rigid foam insulation. These approaches have been met with some success; however for many production builders, where the cost of changing framing systems is expensive, the changes have been slow to be realized. In addition, recent building code changes have raised some performance issues for exterior sheathing and raised heel trusses, for example, that indicates a need for continued performance testing for wall systems.

  5. Field study of moisture damage in walls insulated without a vapor barrier. Final report for the Oregon Department of Energy

    Energy Technology Data Exchange (ETDEWEB)

    Tsongas, G.A.

    1980-05-01

    Considerable uncertainty has existed over whether or not wall insulation installed without a vapor barrier causes an increased risk of moisture damage (wood decay) within walls. This report describes the results of one of the first major studies in the country aimed at finding out if such a moisture problem really exists. The exterior walls of a total of 96 homes in Portland, Oregon were opened, of which 70 had retrofitted insulation and 26 were uninsulated and were a control group. The types of insulation included urea-formaldehyde foam (44), mineral wool (16), and cellulose (10). In each opened wall cavity the moisture content of wood was measured and insulation and wood samples were taken for laboratory analysis of moisture content and for the determination of the presence of absence of decay fungi. Foam shrinkage was also measured. To evaluate the possible influence of the relative air tightness of the homes, fan depressurization tests were run using a door blower unit. The field and laboratory test results indicating the lack of a moisture damage problem in existing homes with wood siding in climates similar to that of western Oregon are described along with results of a statistical analysis of the data. Related problems of interest to homeowners and insulation installers are noted. The standard operating procedures used throughout the study are discussed, including the home selection process, quantitative and qualitative techniques used to identify wall locations with the highest moisture content, wall opening and data/sample collection methodology, laboratory analysis of samples, data processing and analysis, and applicability of the results. Recommendations for furutre tests are made. Finally, the potential and desirability for future retrofitting of wall insulation is explored.

  6. Barriers to the Development of SME's in the Australian Construction Industry

    OpenAIRE

    Anthony Mills; Jim Smith; Peter Love

    2012-01-01

    Small and medium sized companies (SMEs) operating in the construction industry in regionalareas of Australia often struggle to compete against city-based companies for constructionwork. This paper identifies the barriers that confront SMEs in areas outsidemajor cities, specifically in regional areas of Victoria (Australia) where local firms oftencompete unsuccessfully against large Melbourne-based organisations. The authors alsolook at the possibility of using e-commerce solutions to give reg...

  7. Barriers to the Uptake of Concurrent Engineering in the Nigerian Construction Industry

    Directory of Open Access Journals (Sweden)

    Nathaniel Anny Aniekwu

    2012-12-01

    engineering and also to compute the Kendall’s coefficient of concordance, which assess the levels of agreement among the judges on the consistency of the rankings. A Kendall’s coefficient of concordance of W=0.57365 was recorded. A lack of awareness emerged as the most important barrier against the integration of this concept into the Nigerian construction industry. The top five variables are all human factors that can be ameliorated by proper education.

  8. Construction Guidelines for High R-Value Walls without Exterior Rigid Insulation

    Energy Technology Data Exchange (ETDEWEB)

    Arena, Lois B. [Steven Winter Associates, Inc., Norwalk, CT (United States). Consortium for Advanced Residential Buildings (CARB)

    2016-07-13

    High R-value wall assemblies (R-40 and above) are gaining popularity in the market due to programs such as the U.S. Department of Energy Zero Energy Ready Home program, Passive House, Net Zero Energy Home challenges in several states, and highly incentivized retrofit programs. In response to this demand, several builders have successfully used double-wall systems to achieve higher R-values in thicker, framed walls. To builders of conventional stick-framed homes, often one of the most appealing features of double-wall systems is that there are very few new exterior details. Exterior sheathings, structural bracings, house wraps or building paper, window and door flashings, and siding attachments are usually identical to good details in conventional framed-wall systems. However, although the details in double-wall systems are very similar to those in conventional stick framing, there is sometimes less room for error. Several studies have confirmed colder temperatures of exterior sheathing in high R-value wall assemblies that do not have exterior rigid foam insulation. These colder temperatures can lead to increased chances for condensation from air exfiltration, and they have the potential to result in moisture-related problems (Straube and Smegal 2009, Arena 2014, Ueno 2015). The information presented in this guide is intended to reduce the risk of failure in these types of assemblies, increase durability, and reduce material brought to landfills due to failures and resulting decay. Although this document focuses on double-wall framing techniques, the majority of the information about how to properly construct and finish high R-value assemblies is applicable to all wall assemblies that do not have foam insulation installed on the exterior of the structural sheathing. The techniques presented have been shown through field studies to reduce the likelihood of mold growth and moisture-related damage and are intended for builders, framing contractors, architects, and

  9. Assessing Barriers to the Use of Fall Protection in Small Residential Construction Companies in New Jersey.

    Science.gov (United States)

    Borjan, Marija; Patel, Toral; Lefkowitz, Daniel; Campbell, Carla; Lumia, Margaret

    2016-05-01

    Three focus groups were conducted with residential construction workers from local New Jersey labor organizations to characterize barriers to fall protection use among residential construction contractors who work for companies with fewer than ten employees. Thirty-six residential construction workers volunteered to participate, the average age was thirty-nine years, and twenty-four (67%) were of Hispanic origin. Twelve (33%) of the participants reported having fallen from greater than 6 ft at work and twenty (56%) of the participants had known someone who has fallen from greater than 6 ft. Sixteen (44%) had not been provided with fall protection equipment by their employer and eighteen (50%) reported their current employer had not provided workplace safety training. Factors that created barriers to use of fall protection equipment such as equipment availability, employee/employer relationships, cultural differences, and company size were identified. Results from this study confirm that falls remain a concern among residential construction workers in small companies. PMID:26463255

  10. Assessing Barriers to the Use of Fall Protection in Small Residential Construction Companies in New Jersey.

    Science.gov (United States)

    Borjan, Marija; Patel, Toral; Lefkowitz, Daniel; Campbell, Carla; Lumia, Margaret

    2016-05-01

    Three focus groups were conducted with residential construction workers from local New Jersey labor organizations to characterize barriers to fall protection use among residential construction contractors who work for companies with fewer than ten employees. Thirty-six residential construction workers volunteered to participate, the average age was thirty-nine years, and twenty-four (67%) were of Hispanic origin. Twelve (33%) of the participants reported having fallen from greater than 6 ft at work and twenty (56%) of the participants had known someone who has fallen from greater than 6 ft. Sixteen (44%) had not been provided with fall protection equipment by their employer and eighteen (50%) reported their current employer had not provided workplace safety training. Factors that created barriers to use of fall protection equipment such as equipment availability, employee/employer relationships, cultural differences, and company size were identified. Results from this study confirm that falls remain a concern among residential construction workers in small companies.

  11. An improved approach for the application of Trombe wall system to building construction with selective thermo-insulation facades

    Institute of Scientific and Technical Information of China (English)

    JI Jie; LUO ChengLong; SUN Wei; YU HanCheng; HE Wei; PEI Gang

    2009-01-01

    An improved Trombe wall is proposed to adapt to building construction with selective thermo-insula-tion facades (internal and cavity wall insulation, but not external wall insulation system). The case study is conducted in Xining, Capital city of Qinghai province in China, where the general building fa-cades are mostly selective thermo-insulation fagades to fight against the severe cold. A numerical analysis is undertaken to show the effects on the improvement of the building's thermal environment by comparing the improved Trombe wall system with the classical Trombe wall system. The operating efficiency of the improved Trombe wall can be up to 33.85%, an increase of 56%. The results show that the improved Trombe wall works more effectively than the classical Trombe wall system in utilizing solar energy for the sample building.

  12. High-R Walls for New Construction Structural Performance: Integrated Rim Header Testing

    Energy Technology Data Exchange (ETDEWEB)

    DeRenzis, A. [NAHB Research Center, Upper Marlboro, MD (United States); Kochkin, V. [NAHB Research Center, Upper Marlboro, MD (United States); Wiehagen, J. [NAHB Research Center, Upper Marlboro, MD (United States)

    2013-01-01

    Two prominent approaches within the Building America Program to construct higher R-value walls have included use of larger dimension framing and exterior rigid foam insulation. These approaches have been met with some success; however for many production builders, where the cost of changing framing systems is expensive, the changes have been slow to be realized. In addition, recent building code changes have raised some performance issues for exterior sheathing and raised heel trusses, for example, that indicates a need for continued performance testing for wall systems. The testing methods presented in this report evaluate structural rim header designs over openings up to 6 ft wide and applicable to one- and two-story homes.

  13. Barriers to the Development of SME's in the Australian Construction Industry

    Directory of Open Access Journals (Sweden)

    Anthony Mills

    2012-11-01

    Full Text Available Small and medium sized companies (SMEs operating in the construction industry in regionalareas of Australia often struggle to compete against city-based companies for constructionwork. This paper identifies the barriers that confront SMEs in areas outsidemajor cities, specifically in regional areas of Victoria (Australia where local firms oftencompete unsuccessfully against large Melbourne-based organisations. The authors alsolook at the possibility of using e-commerce solutions to give regional SMEs greater competitivenessas well as considering possible policy initiatives that may assist these companiesto be more successful in tendering against city-based competition.

  14. Analysis of Barriers and the Potential for Exploration of Deconstruction Techniques in Portuguese Construction Sites

    Directory of Open Access Journals (Sweden)

    Armanda Couto

    2010-01-01

    Full Text Available Deconstructing a building is the careful dismantling of that building so as to make possible the recovery of construction materials and components, promoting their reuse and recycling. However, deconstruction remains a rare procedure in Portugal. Using previous studies and data collected from present experiences, this paper presents a critical discussion on the importance of deconstruction for rehabilitation. Its aims are to discuss the main advantages, barriers and opportunities of this demolition technique, as well as the guidelines to the design process, aiming at assuring a successful management deconstruction process. Suggestions to impel this technique in Portugal are also described.

  15. The development of blood-retinal barrier during the interaction of astrocytes with vascular wall cells

    Institute of Scientific and Technical Information of China (English)

    Huanling Yao; Tianshi Wang; Jiexin Deng; Ding Liu; Xiaofei Li; Jinbo Deng

    2014-01-01

    Astrocytes are intimately involved in the formation and development of retinal vessels. Astrocyte dysfunction is a major cause of blood-retinal barrier injury and other retinal vascular diseases. In this study, the development of the retinal vascular system and the formation of the blood-ret-inal barrier in mice were investigated using immunolfuorescence staining, gelatin-ink perfusion, and transmission electron microscopy. The results showed that the retinal vascular system of mice develops from the optic disc after birth, and radiates out gradually to cover the entire retina, taking the papilla optica as the center. First, the superifcial vasculature is formed on the inner retinal layer;then, the vasculature extends into the inner and outer edges of the retinal inner nuclear layer, forming the deep vasculature that is parallel to the superifcial vasculature. The blood-retinal barrier is mainly composed of endothelium, basal lamina and the end-feet of astrocytes, which become mature during mouse development. Initially, the naive endothelial cells were immature with few organelles and many microvilli. The basal lamina was uniform in thickness, and the glial end-feet surrounded the outer basal lamina incompletely. In the end, the blood-retinal barrier matures with smooth endothelia connected through tight junctions, rela-tively thin and even basal lamina, and relatively thin glial cell end-feet. These ifndings indicate that the development of the vasculature in the retina follows the rules of“center to periphery”and“superifcial layer to deep layers”. Its development and maturation are spatially and tempo-rally consistent with the functional performance of retinal neurons and photosensitivity. The blood-retinal barrier gradually becomes mature via the process of interactions between astro-cytes and blood vessel cells.

  16. Modeling of the buckstay system of membrane-walls in watertube boiler construction

    Directory of Open Access Journals (Sweden)

    Nagiar Hasan Mehdi

    2014-01-01

    Full Text Available Membrane walls are very important structural parts of water-tube boiler construction. Based on their specific geometry, one special type of finite element was defined to help model the global boiler construction. That is the element of reduced orthotropic plate with two thicknesses and two elasticity matrixes, for membrane and bending load separately. A global model of the boiler construction showed that the high value of stress is concentrated in plates of the buckstay system in boiler corners. Validation of the new finite element was done on the local model of the part of membrane wall and buckstay. A very precise model of tubes and flanges was compared to the model formed on the element of a reduced orthotropic plate. Pressure and thermal loads were discussed. Obtained results indicated that the defined finite element was quite favorable in the design and reconstruction of the boiler substructures such as a buckstay system. [Projekat Ministarstva nauke Republike Srbije, br. TR 35040 i br. TR 35011

  17. Thick growing multilayer nanobrick wall thin films: super gas barrier with very few layers.

    Science.gov (United States)

    Guin, Tyler; Krecker, Michelle; Hagen, David Austin; Grunlan, Jaime C

    2014-06-24

    Recent work with multilayer nanocoatings composed of polyelectrolytes and clay has demonstrated the ability to prepare super gas barrier layers from water that rival inorganic CVD-based films (e.g., SiOx). In an effort to reduce the number of layers required to achieve a very low oxygen transmission rate (OTR (layer-by-layer (LbL) assembly. Buffering the chitosan solution and its rinse with 50 mM Trizma base increased the thickness of these films by an order of magnitude. The OTR of a 1.6-μm-thick, six-bilayer film was 0.009 cc/m(2)·day·atm, making this the best gas barrier reported for such a small number of layers. This simple modification to the LbL process could likely be applied more universally to produce films with the desired properties much more quickly.

  18. Integral Facade Construction. Towards a new product architecture for curtain walls

    Directory of Open Access Journals (Sweden)

    Tillmann Klein

    2013-05-01

    Full Text Available Curtain wall constructions are one of the most applied facade constructions today. Independently attached to the primary load bearing structure of the building they protect the building’s interior from external climate conditions and allow great design freedom.With continuously rising requirements in terms of energy savings the constructional principle has reached its limits and strategies for improvement are needed.Incrementally evolved over time it is closely related to the architectural design and building processes. Based on literature research and stakeholder interviews the dissertation maps out the traditional and craftsmanship related facade design and construction process currently employed. In a next step, future challenges for facade constructions to cope with a changing market environment are identified.A facade function tree is developed and the theory of product architecture is applied to create a comparative basis for analysing different historical and contemporary facade products and systems. The function tree as well as the analysis clearly show how the fragmented market structures has influenced contemporary facade construction and leads to extremely modular product architectures.Numerous case studies for a new approach are conducted and summarised in several matrices. The case studies show how different modular and integral constructional strategies can respond to the future challenges. The pros and cons of different facade solutions, their potential for innovation and robustness in terms of market conditions are investigated.The dissertation concludes that a greater diversity of fa.ade types with a more integral construction is needed to meet the sometimes conflicting future challenges. If this can be realised, a greater diversity of more integral design and construction processes will evolve simultaneously. The role of the different stakeholders will change and a new way of educating architects or facade specialists will be

  19. N-Springs barrier wall drilling program data package. Revision 1

    International Nuclear Information System (INIS)

    This revision provides results of geotechnical site characterization field work performed from September 1994 to February 1995 by the Environmental Restoration Contractor (ERC) to support the proposed installation of 3,000-ft-long sheet-pile wall at N-Springs. N-Springs, which is located along the banks of the Columbia River at 100-N Area, was contaminated during the operation of the 1301-N and 1325-N liquid waste disposal facilities (LWDF). The work scope included the following: blow count sampling to determine relative penetration resistance of formation; geologic logging of the Hanford formation, the Ringold Formation, and the Ringold upper mud; geohydrologic characterization of the Ringold upper mud and unit E; soil chemistry; and elevation of the Ringold upper mud. The purpose of this report is to present a compilation of data gathered during field activities

  20. A three-terminal ultraviolet photodetector constructed on a barrier-modulated triple-layer architecture.

    Science.gov (United States)

    Ye, Daqian; Mei, Zengxia; Liang, Huili; Liu, Lishu; Zhang, Yonghui; Li, Junqiang; Liu, Yaoping; Gu, Changzhi; Du, Xiaolong

    2016-05-16

    We report a novel three-terminal device fabricated on MgZnO/ZnO/MgZnO triple-layer architecture. Because of the combined barrier modulation effect by both gate and drain biases, the device shows an unconventional I-V characteristics compared to a common field effect transistor. The photoresponse behavior of this unique device was also investigated and applied in constructing a new type ultraviolet (UV) photodetector, which may be potentially used as an active element in a UV imaging array. More significantly, the proper gate bias-control offers a new pathway to overcome the common persistent photoconductivity (PPC) effect problem. Additionally, the MgZnO:F as a channel layer was chosen to optimize the photoresponse properties, and the spectrum indicated a gate bias-dependent wavelength-selectable feature for different response peaks, which suggests the possibility to build a unique dual-band UV photodetector with this new architecture.

  1. A construction of the Schr\\"odinger Functional for M\\"obius Domain Wall Fermions

    CERN Document Server

    Murakami, Yuko

    2014-01-01

    We construct the Schr\\"odinger Functional (SF) setup for the M\\"obius domain wall fermions (MDWF). The method is an extension of the method proposed by Takeda for the standard domain wall fermion. In order to fulfill the requirement that the lattice Dirac operator with the SF boundary obeys the L\\"uscher's universality argument: the lattice chiral fermion with the SF boundary condition breaks the chiral symmetry at the temporal boundary, we impose the parity symmetry with respect to the fifth-direction on the MDWF operator. This additional symmetry restricts the choice of the parameter of the MDWF so that the optimal parameter from the Zolotarev optimal approximation cannot be applied. We introduce a modified parameter set having the fifth-dimensional parity symmetry. We investigate the MDWF with the SF boundary by observing eigenvalues of the Hermitian operator and the Ginsparg-Wilson relation violation at the tree-level. We compare the computational cost with that of the standard DWF with the SF scheme.

  2. Between the street and the wall: the construction of an interface in gated communities

    Directory of Open Access Journals (Sweden)

    Karin Schwabe Meneguetti

    2016-07-01

    Full Text Available Streets are fundamental open spaces to urban life and their landscape is conditioned by the occupation form and use of lots along it. However, recent urbanization processes have shown changes in the relationship between public and private spaces. Among these changes are the large gated communities within the urban fabric. They result in high and continuous walls, which reject the interface with the neighboring streets, thus negatively affecting urban environment quality. This paper aims to present a possibility to construct the interface between gated communities and outside streets. An experience of gated communities surrounded by multi-purpose lots built in the city of Maringá, Brazil, will be reported. The application of this typomorphology in several of these real estate enterprise has demonstrated significant improvement in the quality of the street landscape.

  3. Clay-chitosan nanobrick walls: completely renewable gas barrier and flame-retardant nanocoatings.

    Science.gov (United States)

    Laufer, Galina; Kirkland, Christopher; Cain, Amanda A; Grunlan, Jaime C

    2012-03-01

    Thin films prepared via a layer-by-layer (LbL) assembly of renewable materials exhibit exceptional oxygen barrier and flame-retardant properties. Positively charged chitosan (CH), at two different pH levels (pH 3 and pH 6), was paired with anionic montmorillonite (MMT) clay nanoplatelets. Thin-film assemblies prepared with CH at high pH are thicker, because if the low polymer charge density. A 30-bilayer (CH pH 6-MMT) nanocoating (~100 nm thick) reduces the oxygen permeability of a 0.5-mm-thick polylactic acid film by four orders of magnitude. This same coating system completely stops the melting of a flexible polyurethane foam, when exposed to direct flame from a butane torch, with just 10 bilayers (~30 nm thick). Cone calorimetry confirms that this coated foam exhibited a reduced peak heat-release rate, by as much as 52%, relative to the uncoated control. These environmentally benign nanocoatings could prove beneficial for new types of food packaging or a replacement for environmentally persistent antiflammable compounds. PMID:22339671

  4. wall

    Directory of Open Access Journals (Sweden)

    Irshad Kashif

    2016-01-01

    Full Text Available Maintaining indoor climatic conditions of buildings compatible with the occupant comfort by consuming minimum energy, especially in a tropical climate becomes a challenging problem for researchers. This paper aims to investigate this problem by evaluating the effect of different kind of Photovoltaic Trombe wall system (PV-TW on thermal comfort, energy consumption and CO2 emission. A detailed simulation model of a single room building integrated with PV-TW was modelled using TRNSYS software. Results show that 14-35% PMV index and 26-38% PPD index reduces as system shifted from SPV-TW to DGPV-TW as compared to normal buildings. Thermal comfort indexes (PMV and PPD lie in the recommended range of ASHARE for both DPV-TW and DGPV-TW except for the few months when RH%, solar radiation intensity and ambient temperature were high. Moreover PVTW system significantly reduces energy consumption and CO2 emission of the building and also 2-4.8 °C of temperature differences between indoor and outdoor climate of building was examined.

  5. Project and construction of a spectrometer for alpha particles using surface barrier detectors

    International Nuclear Information System (INIS)

    The project, construction, tests and some applications of a system for alpha and beta spectrometry, using surface barrier detector are described. The device includes a solid state detector ORTEC-Series F coupled to a system for amplifying the charges produced by passage of an ionizing particle through the detector. The amplifying system is composed by a charge sensitive pre-amplifier, which employs an operational amplifier CA 3140, and a low noise linear amplifier, which is based on the operational amplifiers CA 3140 and LM 301. The pre-amplifier stage input impedance is on the order of TΩ and produces output pulses which heights are proportional to total charge produced by passage of particle through the detector sensitive volume. The main advantage to use charge sensitive system lies in obtention of independent pulse heights of the distributed capacity of connecting cable between the detector and the pre-amplifier. The total system amplification ca reach a maximum of 50.000 in the linear region. Pulses are analysed in a multichannel system ORTEC, model 6240. The amplifier system is easily constructed and low cost using components available in the national market, and it can be employed with ionization chambers, proportional counters, scitillation counters and semiconductor detectors. The results of spectrometer application for alpha spectrometry of AM241 source were compared to systems made with imported stages. (Author)

  6. A silicate brick in external walls constructions of apartment houses: condition analysis, durability forecast and methods of its increasing (rus

    Directory of Open Access Journals (Sweden)

    Chuykin A.Ye.

    2011-12-01

    Full Text Available Practice shows, that constructive elements the most damaged by the environmental conditions are external walls of apartment houses and, accordingly, these constructive elements demand a complex estimation of their condition about decreasing of their operational characteristics which provide their bearing ability and heat-shielding properties, and development of ways of a prolongation of an operational resource.In the given work the structure of silicate brick is analyzed, questions of a technical condition, the forecast and ways of prolongation of a residual operational resource of external walls of buildings on the basis of a silicate brick of construction 40 - 70 уеаrs are considered. The analysis is made using physical and chemical methods on an example of an available housing of this category in cities of Republic Bashkortostan. The received results of a condition of buildings external walls laying allow to make a conclusion about decreasing of silicate brick external wall bearing ability for the long period of operation (?70 years within the limits of up to 10-15% due to reduction of effective section by 7-12%, decreasing in durability of a facing brick to 15-20%. Materials (a brick and a masonry mortar of external walls of buildings deeper layers are in much better or even in practically initial condition that is proved out by the big number of inhabited objects inspections. Prolongation of a residual operational resource of an external wall on the basis of a silicate brick is possible by its protection by waterproofing materials (plaster systems, waterproof getting compositions in a combination of the named systems of hydro-protection with effective facade heat-insulation.

  7. Efficiency of wave impeding barrier in pipeline construction under earthquake excitation using nonlinear finite element analysis

    Indian Academy of Sciences (India)

    Fatih Goktepe; H Serdar Kuyuk; Erkan Celebi

    2014-04-01

    Earthquakes have caused colossal casualties and severe damages to engineering structures and especially leading to substantial economic loss to the underground structures and/or infrastructures. Pipelines are one of most important component of lifeline engineering. For instance, the Southern Caucasus- Eastern Turkey energy corridors are formed by several key pipelines carrying crude oil and natural gas from Azerbaijan, via Georgia, to world markets through Mediterranean Sea. Many project accomplished recently and construction of new corridors are still going on. They should be protected from earthquake disaster especially when they pass through high seismicity zones. The installation of wave impeding barriers (WIB) below the vulnerable infrastructures as pipelines established in soft soil can be used to reduce the effect of the earthquake induced ground borne vibrations. In this paper, a WIB as artificial bedrock based on the cut-off frequency of a soil layer over bedrock is proposed as isolation measurement in order to mitigate the dynamic response of the buried pipelines under earthquake strong ground motion. The computational simulation of the wave propagation problem is directly achieved by employing nonlinear 2D finite element modelling for prediction of screening performance of WIB on the dynamic response of vibrating coupled soil-pipeline system. Energy absorbing boundaries along the truncated interfaces of the unbounded nature of the underlying soil media are implemented in the time domain along with Newmark’s integration. An extensive parametric investigation and systematic computations are performed with different controlling parameters. The obtained numerical results point out that WIB can be very promising as an isolator to protect pipelines when they establish for a certain depth.

  8. Construction of a reactive surface barrier to reduce fumigant 1,3-dichloropropene emissions.

    Science.gov (United States)

    Zheng, Wei; Papiernik, Sharon K; Guo, Mingxin; Dungan, Robert S; Yates, Scott R

    2005-08-01

    Halogenated fumigants have been used extensively in production agriculture to control soilborne pests. These types of pesticides are highly volatile and are prone to affect air quality and imperil public health. In the present study, a chemical tarp approach, termed a reactive surface barrier (RSB), was developed to reduce the emission of fumigant 1,3-dichloropropene (1,3-D) from the soil surface. The agrochemicals thiourea and allylthiourea were tested as active reagents for the construction of a RSB, where these soil amendments react with 1,3-D to form nonvolatile isothiuronium ions at the soil surface and, thereby, impede fumigant emission into the atmosphere. The feasibility of the method largely depends on the reactivity of 1,3-D and the RSB agrochemicals in soil as well as on the mobility, persistence, and toxicity of the transformation products. Therefore, the reaction kinetics and transformation mechanism of 1,3-D by thiourea and allylthiourea were studied comprehensively in aqueous solution and soil. A catalytic process occurring at the surface of soil colloids facilitated the reaction between 1,3-D and thiourea in amended soils. The rate of 1,3-D transformation in thiourea-amended soil increased with decreasing soil moisture or increasing thiourea amendment level. In a field trial, a thiourea RSB reduced cumulative 1,3-D emissions by more than 80% relative to that in bare soil surface. The present results clearly indicate that this chemical remediation technology has great potential to control the emissions of volatile halogenated organic contaminants and to mitigate atmospheric pollution. PMID:16152955

  9. Performance of a wall cascade constructed wetland treating surfactant-polluted water.

    Science.gov (United States)

    Tamiazzo, Jessica; Breschigliaro, Simone; Salvato, Michela; Borin, Maurizio

    2015-09-01

    Carwashes are highly water-consuming processes that require wastewater treatment before discharge into a sewer system due to the complex composition of leachate. Anionic surfactants (AS) are the main constituents of this wastewater because of their cleaning and solubilization properties; they can be potentially dangerous for the environment if not adequately treated. Constructed wetlands (CWs) are low-cost systems increasingly used to treat different types of wastewater; however, there are few studies on their use for the treatment of carwash wastewater. In this study, an innovative constructed wetland arranged in a "cascade" to simulate a wall system (WCCW) was experimented in 2010 and 2011 to treat AS. Three plant species were tested at different AS inlet concentrations (10, 50, and 100 mg L(-1)) with two hydraulic retention times (HRTs; 3 and 6 days): ribbon grass (Typhoides arundinacea (L.) Moench (syn. Phalaris arundinacea L.) var. picta; Ta), water mint (Mentha aquatica L.; Ma), and divided sedge (Carex divisa Hudson; Cd). All plant species grew constantly over the experimental period, showing a capacity to tolerate even the highest AS concentration. Using the HRT of 6 days, raising the inlet concentration increased the AS outlet concentration, with similar values for the treatments (median values of 0.13-0.15, 0.47-0.78, and 1.19-1.46 mg L(-1) at inlet concentrations in the order 10, 50, and 100 mg L(-1)). The shorter HRT led to significant differences among treatments in the reduction of outlet concentration, the best result being given by the tanks vegetated with Ma (A = 97.7 % with outlet concentration 0.35 mg L(-1)). After treatments of the WCCW, the AS content was reduced almost completely, with removal in the ranges 0.07-10.2 g m(-2) day(-1) for tanks planted with Ta, 0.10-9.1 g m(-2) day(-1) for Ma tanks, and 0.11-9.5 g m(-2) day(-1) for Cd tanks depending on the inlet concentration. PMID:25586615

  10. Constructal optimization of a vertical insulating wall based on a complex objective combining heat flow and strength

    Institute of Scientific and Technical Information of China (English)

    2010-01-01

    For a vertical insulating wall,a product function of heat flow and strength with power weight is introduced as the complex optimization objective to compromise between insulating performance and mechanical performance.Under the global constraints of fixed external dimensions and safety requirements,the constructal optimization of the wall is carried out by taking the complex function maximization as the objective.It is shown that the maximum of the complex-objective function and its corresponding optimal internal structure design under a certain environmental condition can be obtained by allowing the internal structure of the wall to vary(evolve)freely.The validity,effectivity and applicability of the complex function are proved by the results and the power weight parameter in the range from 0.4 to 4 can compromise between the requirements of insulating and strength simultaneously and preferably.The constructal optimization with coequal attention to heat flow and strength and the corresponding results are discussed in detail.The optimal structure design and the corresponding performance analyses under various environmental conditions of application are presented.When the change of environment is greater and the total Rayleigh number is bigger,the insulating wall with large number of cavities should be employed.When the total Rayleigh number is small,the better performance can be obtained by reasonably employing the insulating wall with small number of cavities.The complex function has better selfadaptability,and the results in the recent literature are special cases of this paper.

  11. Pectin as a barrier and nutrient source for fungal plant pathogens

    NARCIS (Netherlands)

    Zhang, L.; Kan, van J.A.L.

    2013-01-01

    Fungi that interact with plants gain access to host tissues by actively passing the surface through the cuticle and/or cell wall. Cell walls provide plant tissue strength and structure, and form a barrier against microbial invasion. Plants invest substantial resources in constructing the cell wall a

  12. Managed Aquifer Recharge (MAR) and Design and Construction of Hydraulic Barriers against Seawater Intrusion: the California Case

    Energy Technology Data Exchange (ETDEWEB)

    Foreman, T. L.

    2014-10-01

    Managed aquifer recharge (MAR) has been practiced in California for over a century, using a range of artificial recharge methods, including surface spreading basins, injection wells and aquifer storage and recovery (ASR) wells. Intense municipal and industrial development of coastal regions, particularly in southern California, during and following World War II, led to overdraft of coastal groundwater basins, where groundwater levels were drawn down below sea level, resulting in seawater intrusion into freshwater aquifers. Surface water is imported from the Colorado River and later northern California to satisfy water demands of a growing population. This imported water is also a water supply used for injection into to injection wells constructed in the 1960s along the coastline to repel seawater from intruding into coastal aquifers. Since the 1960s, these seawater intrusion barriers have evolved in terms of water supplied for injection and in their construction and operation details. Imported water supplies are being completely replaced with highly treated wastewater and the injection wells are being constructed so that they are more automated to reduce operational costs. The West Coast Basin of southern California is provided as a case study of the evolution of hydraulic barriers used for protection against seawater intrusion into coastal aquifers. (Author)

  13. The construction of HDPE double wall corrugated pipe%HDPE 双壁波纹管的施工

    Institute of Scientific and Technical Information of China (English)

    邢东博

    2014-01-01

    简述了 HDPE 双壁波纹管的优点,从管道基础及沟槽开挖、管道安装、修补、闭水试验、连接、回填六方面出发,对 HDPE 双壁波纹管施工工序及要点作了全面的阐述,以最大限度地发挥该管材的作用。%This paper discussed simply the advantages of HDPE double wall corrugated pipe,from the pipeline foundation and trench excavation, pipeline installation,repair,closed water test,connection,backfill six aspects,fully elaborated the HDPE double wall corrugated pipe construc-tion process and main points,in order to maximize the role of pipe material.

  14. Crucial role of the biological barrier at the primary targeted organs in controlling the translocation and toxicity of multi-walled carbon nanotubes in the nematode Caenorhabditis elegans

    Science.gov (United States)

    Wu, Qiuli; Li, Yinxia; Li, Yiping; Zhao, Yunli; Ge, Ling; Wang, Haifang; Wang, Dayong

    2013-10-01

    Multi-walled carbon nanotubes (MWCNTs) can be translocated into the targeted organs of organisms. We employed a model organism of the nematode Caenorhabditis elegans to investigate the role of a biological barrier at the primary targeted organs in regulating the translocation and toxicity formation of MWCNTs. A prolonged exposure to MWCNTs at predicted environmental relevant concentrations caused adverse effects associated with both the primary and secondary targeted organs on nematodes. The function of PEGylated modification in reducing MWCNTs toxicity might be mainly due to the suppression of their translocation into secondary targeted organs through the primary targeted organs. A biological barrier at the primary targeted organs contributed greatly to the control of MWCNTs translocation into secondary targeted organs, as indicated by functions of Mn-SODs required for prevention of oxidative stress in the primary targeted organs. Over-expression of Mn-SODs in primary targeted organs effectively suppressed the translocation and toxicity of MWCNTs. Our work highlights the crucial role of the biological barrier at the primary targeted organs in regulating the translocation and toxicity formation of MWCNTs. Our data also shed light on the future development of engineered nanomaterials (ENMs) with improved biocompatibility and design of prevention strategies against ENMs toxicity.Multi-walled carbon nanotubes (MWCNTs) can be translocated into the targeted organs of organisms. We employed a model organism of the nematode Caenorhabditis elegans to investigate the role of a biological barrier at the primary targeted organs in regulating the translocation and toxicity formation of MWCNTs. A prolonged exposure to MWCNTs at predicted environmental relevant concentrations caused adverse effects associated with both the primary and secondary targeted organs on nematodes. The function of PEGylated modification in reducing MWCNTs toxicity might be mainly due to the suppression

  15. Construction and operational experiences of engineered barrier test facility for near surface disposal of LILW

    Energy Technology Data Exchange (ETDEWEB)

    Park, Jin Beak; Park, Se Moon; Kim, Chang Lak [Korea Hydro and Nuclear Power Co., Taejon (Korea, Republic of)

    2003-07-01

    Engineered barrier test facility is specially designed to demonstrate the performance of engineered barrier system for the near-surface disposal facility under the domestic environmental conditions. Comprehensive measurement systems are installed within each test cell. Long-and short-term monitoring of the multi-layered cover system can be implemented according to different rainfall scenarios with artificial rainfall system. Monitoring data on the water content, temperature, matric potential, lateral drainage and percolation of cover-layer system can be systematically managed by automatic data acquisition system. The periodic measurement data are collected and will be analyzed by a dedicated database management system, and provide a basis for performance verification of the disposal cover design.

  16. Barriers to the Uptake of Concurrent Engineering in the Nigerian Construction Industry

    OpenAIRE

    Nathaniel Anny Aniekwu; Igboanugo, Anthony C.

    2012-01-01

    It is the consensus of scholars that the productivity of the construction industry is very low when compared with other industries. Concurrent Engineering (CE), which has a primary goal of reducing the total time from designing a product to releasing it into the market, while creating better designs as well, has been identified as one of the concepts that has yielded effective adaptation in the construction industry. An exploratory survey was used to identify 63 variables with the capacity to...

  17. Barriers and Benefits of Total Quality Management in the Nigerian Construction Industry: A review

    OpenAIRE

    Okuntade Tope Femi

    2015-01-01

    The more bigger a building project becomes, the more complex it will be, coupled with the fact that clients are now demanding for higher quality at a reduced cost and budget, these and many other challenges are faced by construction companies on how to adopt a strategy for higher quality at a reduced cost without affecting their profit margin and the clients requirement. This study recommends TQM as the only ways of solving these challenges in the construction industry. 

  18. 框架剪力墙结构施工技术分析%Analysis on construction technology of frame shearing wall structure

    Institute of Scientific and Technical Information of China (English)

    高锋

    2015-01-01

    介绍了框架剪力墙结构的含义及受力特点,从测量放线、基础施工、钢筋施工、混凝土施工四方面,阐述了框架剪力墙结构的施工技术,对保证框架剪力墙结构的施工质量及安全有积极的作用。%The paper introduces the definition and stress characteristics of frame shearing wall structure,describes construction technologies of frame shearing wall structure from four aspects of measurement sampling,fundamental construction,steel construction and concrete construction, which has positive role for guaranteeing construction quality and safety of frame shearing wall structure.

  19. Discussion on the construction technology of reinforced concrete shear wall structure%钢筋混凝土剪力墙结构施工技术

    Institute of Scientific and Technical Information of China (English)

    曾秋

    2013-01-01

    Through the summary of the construction of the reinforced concrete shear wall structure in engineering projects, from the shear wall formwork construction, installation and positioning, reinforced concrete construction quality control, door and window openings to the matters needing attention in the construction and other aspects of the high-rise buildings of reinforced concrete shear wall construction technology control points.%经过对工程项目中钢筋混凝土剪力墙结构的施工总结,从剪力墙的模板工程施工、钢筋的安装和定位、混凝土的施工质量控制、门窗洞口处施工注意事项等方面探讨了高层建筑钢筋混凝土剪力墙结构施工的技术控制要点。

  20. Gravel admix, vegetation, and soil water interactions in protective barriers: Experimental design, construction, and initial conditions

    International Nuclear Information System (INIS)

    The purpose of this study is to measure the interactive effects of gravel admix and greater precipitation on soil water storage and plant abundance. The study is one of many tasks in the Protective Barrier Development Program for the disposal of Hanford defense waste. A factorial field-plot experiment was set up at the site selected as the borrow area for barrier topsoil. Gravel admix, vegetation, and enhanced precipitation treatments were randomly assigned to the plots using a split-split plot design structure. Changes in soil water storage and plant cover were monitored using neutron probe and point intercept methods, respectively. The first-year results suggest that water extraction by plants will offset gravel-caused increases in soil water storage. Near-surface soil water contents were much lower in graveled plots with plants than in nongraveled plots without plants. Large inherent variability in deep soil water storage masked any effects gravel may have had on water content below the root zone. In the future, this source of variation will be removed by differencing monthly data series and testing for changes in soil water storage. Tests of the effects of greater precipitation on soil water storage were inconclusive. A telling test will be possible in the spring of 1988, following the first wet season during which normal precipitation is doubled. 26 refs., 9 figs., 9 tabs

  1. Bioactive surface modifications on inner walls of poly-tetra-fluoro-ethylene tubes using dielectric barrier discharge

    Energy Technology Data Exchange (ETDEWEB)

    Cho, Yong Ki [Department of Physics, Sungkyunkwan University, Suwon 440-746 (Korea, Republic of); Heat Treatment and Surface Engineering R and D Group, Korea Institute of Industrial Technology, Incheon 406-840 (Korea, Republic of); Park, Daewon; Kim, Hoonbae [Department of Physics, Sungkyunkwan University, Suwon 440-746 (Korea, Republic of); Lee, Hyerim; Park, Heonyong [Department of Molecular Biology, Dankook University, Yongin 448-701 (Korea, Republic of); Kim, Hong Ja [Department of Internal Medicine, Dankook University, Cheonan 330-714 (Korea, Republic of); Jung, Donggeun, E-mail: djung@skku.ac.kr [Department of Physics, Sungkyunkwan University, Suwon 440-746 (Korea, Republic of)

    2014-03-01

    Graphical abstract: - Highlights: • The surface modification of the inner walls of poly-tetra-fluoro-ethylene (PTFE) tubing was carried out to improve vascular grafts. • Focus was centered on the cell attachment of the inner wall of the PTFE by sequential processes of hydrogen plasma treatment, hydrocarbon deposition, and reactive plasma treatment using micro plasma discharge. - Abstract: Bioactive surface modification can be used in a variety of medical polymeric materials in the fields of biochips and biosensors, artificial membranes, and vascular grafts. In this study, the surface modification of the inner walls of poly-tetra-fluoro-ethylene (PTFE) tubing was carried out to improve vascular grafts, which are made of biocompatible material for the human body in the medical field. Focus was centered on the cell attachment of the inner wall of the PTFE by sequential processes of hydrogen plasma treatment, hydrocarbon deposition, and reactive plasma treatment on the PFTE surface using micro plasma discharge. Micro plasma was generated by a medium-frequency alternating current high-voltage generator. The preliminary modification of PTFE was conducted by a plasma of hydrogen and argon gases. The hydrocarbon thin film was deposited on modified PTFE with a mixture of acetylene and argon gases. The reactive plasma treatment using oxygen plasma was done to give biocompatible functionality to the inner wall surface. The hydrophobic surface of bare PTFE is made hydrophilic by the reactive plasma treatment due to the formation of carbonyl groups on the surface. The reactive treatment could lead to improved attachment of smooth muscle cells (SMCs) on the modified PTFE tubing. Fourier transform infrared absorption spectroscopy, X-ray photoelectron spectroscopy, scanning electron microscopy, and water contact angle measurement were used for the analysis of the surface modification. The SMC-attached PTFE tube developed will be applicable to in vitro human vasculature

  2. Hybrid Wall Evaluation for Ten New Construction Homes in Wyandotte, Michigan

    Energy Technology Data Exchange (ETDEWEB)

    Lukachko, A. [Building Science Corporation, Somerville, MA (United States); Grin, A. [Building Science Corporation, Somerville, MA (United States); Bergey, D. [Building Science Corporation, Somerville, MA (United States)

    2013-01-01

    The Wyandotte NSP2 project aims to build 20 new houses and retrofit 20 existing houses in Wyandotte, MI. This report details the design and construction of 10 new houses in the program. Wyandotte is part of a Michigan State Housing Development Authority-lead consortium that is funded by HUD under the NSP2 program. The City of Wyandotte has also been awarded DOE EE&CBG funds that are being used to develop a district GSHP system to service the project. This draft report examines the energy efficiency recommendations for new construction at these homes.

  3. Hybrid Wall Evaluation for Ten New Construction Homes in Wyandotte, Michigan

    Energy Technology Data Exchange (ETDEWEB)

    Lukachco, A.; Grin, A.; Bergey, D.

    2013-01-01

    The Wyandotte NSP2 project aims to build 20 new houses and retrofit 20 existing houses in Wyandotte, MI. This report will detail the design and construction of 10 new houses in the program. Wyandotte is part of a Michigan State Housing Development Authority-led consortium that is funded by HUD under the NSP2 program. The City of Wyandotte has also been awarded DOE EE&CBG funds that are being used to develop a district GSHP system to service the project. This draft report examines the energy efficiency recommendations for new construction at these homes.

  4. Energy barriers for bit-encoding states based on 360° domain walls in ultrathin ferromagnetic nanorings

    Science.gov (United States)

    Muratov, C. B.; Osipov, V. V.; Vanden-Eijnden, E.

    2015-05-01

    A numerical thermal stability study of the bit-encoding states in a proposed multi-level magnetic storage element based on an ultrathin ferromagnetic nanoring is presented. The material parameters and the ring dimensions for which there are five distinct metastable magnetization configurations separated by energy barriers exceeding 50kBT at room temperature are identified. The results are obtained, using the string method for the study of rare events to locate the transition states separating the metastable states and to identify the most likely thermally activated pathways.

  5. Bioactive surface modifications on inner walls of poly-tetra-fluoro-ethylene tubes using dielectric barrier discharge

    Science.gov (United States)

    Cho, Yong Ki; Park, Daewon; Kim, Hoonbae; Lee, Hyerim; Park, Heonyong; Kim, Hong Ja; Jung, Donggeun

    2014-03-01

    Bioactive surface modification can be used in a variety of medical polymeric materials in the fields of biochips and biosensors, artificial membranes, and vascular grafts. In this study, the surface modification of the inner walls of poly-tetra-fluoro-ethylene (PTFE) tubing was carried out to improve vascular grafts, which are made of biocompatible material for the human body in the medical field. Focus was centered on the cell attachment of the inner wall of the PTFE by sequential processes of hydrogen plasma treatment, hydrocarbon deposition, and reactive plasma treatment on the PFTE surface using micro plasma discharge. Micro plasma was generated by a medium-frequency alternating current high-voltage generator. The preliminary modification of PTFE was conducted by a plasma of hydrogen and argon gases. The hydrocarbon thin film was deposited on modified PTFE with a mixture of acetylene and argon gases. The reactive plasma treatment using oxygen plasma was done to give biocompatible functionality to the inner wall surface. The hydrophobic surface of bare PTFE is made hydrophilic by the reactive plasma treatment due to the formation of carbonyl groups on the surface. The reactive treatment could lead to improved attachment of smooth muscle cells (SMCs) on the modified PTFE tubing. Fourier transform infrared absorption spectroscopy, X-ray photoelectron spectroscopy, scanning electron microscopy, and water contact angle measurement were used for the analysis of the surface modification. The SMC-attached PTFE tube developed will be applicable to in vitro human vasculature-mimetic model systems, and to medical vascular grafts.

  6. Construction of Extended 3D Field of Views of the Internal Bladder Wall Surface: A Proof of Concept

    Science.gov (United States)

    Ben-Hamadou, Achraf; Daul, Christian; Soussen, Charles

    2016-09-01

    3D extended field of views (FOVs) of the internal bladder wall facilitate lesion diagnosis, patient follow-up and treatment traceability. In this paper, we propose a 3D image mosaicing algorithm guided by 2D cystoscopic video-image registration for obtaining textured FOV mosaics. In this feasibility study, the registration makes use of data from a 3D cystoscope prototype providing, in addition to each small FOV image, some 3D points located on the surface. This proof of concept shows that textured surfaces can be constructed with minimally modified cystoscopes. The potential of the method is demonstrated on numerical and real phantoms reproducing various surface shapes. Pig and human bladder textures are superimposed on phantoms with known shape and dimensions. These data allow for quantitative assessment of the 3D mosaicing algorithm based on the registration of images simulating bladder textures.

  7. Construction solutions for the exterior walls in the process of increasing the width of residential buildings of brownfield construction in seismic hazardousand dry hot conditions of Central Asia

    Directory of Open Access Journals (Sweden)

    Usmonov Shukhrat Zaurovich

    2014-02-01

    Full Text Available The main object of this study is the reconstruction, renovation and modernization of the housing built in the period 1975—1985. These buildings have low energy efficiency due to the poor thermal insulation properties of the walls. These apartments do not meet the necessary requirements for year round warmth and comfort.Reconstruction is more preferable, than new-build, because of the cost saving for the land acquisition. Reconstruction is generally 1.5 times cheaper than new-build with 25—40 % reduced cost on building materials and engineering infrastructure.Increasing the width of the apartment blocks from 12 to 15 m can save 9—10 % on the consumption of thermal energy for heating and reduce the m2 construction cost by 5.5—7.0 %. In—5-9 storey high-rise buildings the savings are 3—5 %.Therefore, the width of the apartment block should preferably be between 9—12 m but could be extended to 18 m. The depth of the apartments themselves will be 5.4 — 6.0 —7.2 or 9.0 m. During the reconstruction of 5-storey residential buildings (Building Type105 in a seismic zone, an increase in the width of the block and the lateral stiffness of the building is achieved by building a new reinforced concrete (RC frame on both sides of the building with a depth of between 2 and 6 m. This technique is especially effective in increasing the seismic resistance of the building. Self-supporting walls of cellular concrete blocks (density 600 kg/m3 and a thickness of 300 mm are constructed on the outside of the frame, taking care to avoid cold bridges.Model studies have shown that in the conditions of hot-arid climate the thickness of the air gap in a ventilated facade does not significantly change the cooling-energy consumption of the building, and heating consumption is significantly increased. The building's energy consumption is most influenced by the volume of the air in the air gap. By increasing the ventilation rate in the air gap, the energy

  8. Design and construction of a seepage cut off wall using the slurry trench technique in cold temperatures at the Horizon Dam project

    Energy Technology Data Exchange (ETDEWEB)

    Barr, L.A.; Sobkowicz, J.C. [Thurber Engineering Ltd., Calgary, AB (Canada)

    2010-07-01

    This paper described the design and construction of a soil-cement-bentonite seepage cut off water that was constructed in 2007 as part of the Horizon Dam project at Canadian Natural Resources Ltd. Horizon oil sands site. The Horizon Dam is an earth retention structure which diverts the Tar River around the mine and plant site, and creates a man-made lake providing replacement fish habitat. It was necessary to build the cut off wall to control seepage through the native coarse grained alluvial deposits encountered under the dam and to minimize the risk of piping due to large hydraulic gradients created by the lake. This paper discussed the design of the dam and the field investigation using different geotechnical drilling methods, geophysics and in-situ testing to support design of the cut off wall. Specifically, the paper discussed a literature review and laboratory testing program that were carried out to assess the appropriate backfill mix to be used. The construction of the cut off wall took place at the end of winter using the slurry trench technique. As such, some unique constructability issues were encountered because of cold weather, the use of cement in the backfill, and the native soil conditions. It was concluded that although strict quality control/assurance measures were implemented, one defect in the cut off wall occurred, which required mitigation to provide a product that met the design intentions. 5 refs., 1 tab., 15 figs.

  9. 超厚地连墙施工关键技术研究%Research on Key Construction Techniques of Ultra-high Diaphragm Wall

    Institute of Scientific and Technical Information of China (English)

    田自民; 郑建民; 赵明时

    2015-01-01

    Based on 1.7 m thick diaphragm wall of car dumper shed at Caofeidian coal terminal, key construction techniques of ultra-high diaphragm wall was summarized according to the experiences in diaphragm wall construction over years. The construction of ultra-high diaphragm wall was analyzed from the aspects of soil body reinforcement, trenching, reinforcing cage fabrication and installation and pull-out of junction pipe. The project showed that no safety or quality accident occurred in the construction, and no water leakage existed in the post-excavation of car dumper shed. The successful application of ultra-high diaphragm wall served as a reference for the design and construction of similar foundation pit in housing and municipal projects.%依托曹妃甸煤码头翻车机房1.7 m厚地连墙工程,根据多年的地连墙施工经验,提出超厚地连墙施工关键技术的技术要点,从土体加固、地连墙成槽、钢筋笼制安及接头管起拔四方面介绍了超厚地连墙施工的特殊性。实践证明,在整个超厚地连墙施工过程中没有出现任何质量和安全事故,且翻车机房后期开挖无一漏水现象,应用效果良好,可供房建、市政等类似基坑工程的设计和施工参考。

  10. Three integrated photovoltaic/sound barrier power plants. Construction and operational experience; Drei integrierte PV-Schallschutz Versuchsfelder. Bau und Erprobung

    Energy Technology Data Exchange (ETDEWEB)

    Nordmann, T.; Froelich, A.; Clavadetscher, L.

    2002-07-01

    After an international ideas competition by TNC Switzerland and Germany in 1996, six companies where given the opportunity to construct a prototype of their newly developed integrated PV-sound barrier concepts. The main goal was to develop highly integrated concepts, allowing the reduction of PV sound barrier systems costs, as well as the demonstration of specific concepts for different noise situations. This project is strongly correlated with a German project. Three of the concepts of the competition are demonstrated along a highway near Munich, constructed in 1997. The three Swiss installations had to be constructed at different locations, reflecting three typical situations for sound barriers. The first Swiss installation was the world first Bi-facial PV-sound barrier. It was built on a highway bridge at Wallisellen-Aubrugg in 1997. The operational experience of the installation is positive. But due to the different efficiencies of the two cell sides, its specific yield lies somewhat behind a conventional PV installation. The second Swiss plant was finished in autumn 1998. The 'zig-zag' construction is situated along the railway line at Wallisellen in a densely inhabited area with some local shadowing. Its performance and its specific yield is comparatively low due to a combination of several reasons (geometry of the concept, inverter, high module temperature, local shadows). The third installation was constructed along the motor way A1 at Bruettisellen in 1999. Its vertical panels are equipped with amorphous modules. The report show, that the performance of the system is reasonable, but the mechanical construction has to be improved. A small trial field with cells directly laminated onto the steel panel, also installed at Bruettisellen, could be the key development for this concept. This final report includes the evaluation and comparison of the monitored data in the past 24 months of operation. (author)

  11. High-rise Buildings Shear Wall Structure External Wall Large Model Construction Technology%高层建筑剪力墙结构外墙大模施工工艺

    Institute of Scientific and Technical Information of China (English)

    张全兵

    2014-01-01

    With the deepening of China's urbanization process, the relationship among population, resources, land is increasing tense, high-rise buildings can effectively alleviate these three tensions. From the high-rise buildings shear wall structure external wall large model construction, this paper discusses the construction technology.%随着我国城市化建设进程的深入,人口、资源、土地三者的关系日益紧张,高层建筑可有效缓解这三者的紧张局面。本文从某高层建筑剪力墙结构外墙大模的施工出发,探讨了高层建筑剪力墙结构外墙大模的施工工艺。

  12. 连续相交弧面剪力墙模板施工技术%The Template Construction Technology of Continuous Intersected Curved Shear Wall

    Institute of Scientific and Technical Information of China (English)

    金燕

    2013-01-01

    本工程针对连续相交弧面剪力墙的特点,改进传统模板施工工艺,采用钢筋加钢管组合模板主楞,这一技术同时保证了弧面剪力墙造型尺寸和混凝土施工质量,而且降低了施工成本。本技术适用于框-剪结构、剪力墙结构等各种建筑中弧面剪力墙模板支撑体系施工。%This project is based on the feature of curved shear wall , which usually is continuous intersected.By improving the construction technology of traditional templates , the project uses reinforcement and steel pipe as the main beams of combination templates , which not only keep the structure and size of curved shear wall perfectly , but also increase the concrete quality and re-duce the cost.This technology is fit for the construction of curved shear wall template supporting system in many kinds of struc -tures, such as frame-shear wall structure , shear wall structure , and so on.

  13. Barriers to radiant barriers

    Energy Technology Data Exchange (ETDEWEB)

    Henke, C.

    Radiant barriers are an energy saving device which decrease the heat lost through radiant heat transfer. The primary reason to install it is to save on air conditioning costs, as it prevents the loss of heat through the attic. They have been the subject of much controversy, as the claims made by many manufacturers were extreme (up to 100% heat shielding), with the consumer paying high prices for ineffective devices. The authors outline criteria for the consumer to consider when buying radiant warmers and then give installation tips for both new constructions and retrofits.

  14. Using loose-fill perlite with normal weight precast wall panels to lower the cost, time of construction projects, and to provide an alternative to lightweight concrete

    Science.gov (United States)

    Al kulabi, Ahmed Kamil

    Lightweight concrete has been used in construction because of its properties, such as thermal, and fire resistances although it is more expensive and less available than normal weight concrete. One way to save time, cost, and to provide an alternative to lightweight concrete in construction projects is to reduce the number of installed insulations on precast wall panels and to improve the properties of normal weight concrete panels, respectively. These goals can be achieved by improving the four properties of precast panels, such as thermal resistance, fire resistance, heat capacity, and sound insulation by using perlite as insulation. The main goals of this research are getting buildings constructed or modified in less time and cost by producing superior wall panels and improving the properties of normal weight panels. Superior wall panels are new panels that provide the four properties listed above. Precast panels with different cross sections, concrete type, and different amounts of perlite will be investigated to observe the impact of each factor on the mentioned properties. The cost of each panel will be studied, and analytical methods will be used to find the optimum panel that provides the four mentioned properties with least cost. Moreover, theoretical methods will be applied to calculate the four properties for each panel. The preliminary theoretical calculations approved a good improvement in the four properties. In summary, the four properties of precast panels can be improved, time, and cost of construction can be reduced by using perlite as insulation.

  15. Penetration through a wall: Is it reality?

    CERN Document Server

    Ivlev, B

    2011-01-01

    A tennis ball is not expected to penetrate through a brick wall since a motion under a barrier is impossible in classical mechanics. With quantum effects a motion of a particle through a barrier is allowed due to quantum tunneling. According to usual theories of tunneling, the particle density decays inside a classical barrier resulting in an extremely slow pentration process. However, there are no general laws forbidding fast motion through classical barriers. The problem addressed is investigation of unusual features o quantum tunneling through a classic static barrier which is at least two-dimensional. Here we show that penetration through such barrier can be not slow. When the barrier satisfies the certain conditions, a regime of quantum lens is possible with formation of caustics. De Broglie waves are reflected from the caustics, interfere, and result in a not small flux from under the barrier. This strongly contrasts to the usual scenario with a decaying under-barrier density. We construct a particular ...

  16. Permeable reactive barriers for pollutant removal from groundwater

    International Nuclear Information System (INIS)

    The removal of pollutants from the groundwater using permeable reactive barriers is a novel in-situ groundwater remediation technology. The most relevant decontamination processes used are chemical reduction, oxidation, precipitation and sorption, for which examples are given. Some common organic pollutants are halogenated hydrocarbons, aromatic and nitroaromatic compounds which can be treated in reactive barriers successfully. Lead, chromium and, in particular, uranium are dealt with in great detail among inorganic pollutants because of their occurrence in many European countries. Construction methods for cut-off walls and reactive barriers exhibit similar features. Apart from conventional methods, drilling, deep soil mixing, jet technology, arrays of wells, injected systems and biobarriers are applied to construct permeable reactive barriers. Permeable reactive barriers bear great potential for the future in remediation engineering. (orig.)

  17. Research on the Technical Points for High-rise Shear Wall Construction%高层剪力墙施工技术要点研究

    Institute of Scientific and Technical Information of China (English)

    郭海英

    2014-01-01

    With the increasing of the high-rise buildings, the construction quality has caused the earnest attention of people. Combined with the building elements of steel bar engineering and template engineering in the high-rise construction, this article discusses the technical points for shear wall construction, so as to improve the level of the high-rise building construction.%随着高层建筑的增多,建筑施工质量引起人们的热切关注,本文结合高层施工中钢筋工程、模板工程的建筑要素,深入探讨高层剪力墙在施工过程中的技术要点,进一步提高高层建筑施工的水平。

  18. Characterization of high-T sub c ramp-type Josephson junctions constructed with a Nd sub 2 CuO sub 4 barrier

    CERN Document Server

    Gao, J; Wang, Z H

    2002-01-01

    High-T sub c ramp-type Josephson junctions were fabricated using a Nd sub 2 CuO sub 4 barrier. Such a Nd sub 2 CuO sub 4 material has excellent structural, thermal and chemical compatibility with YBa sub 2 Cu sub 3 O sub 7 sub - subdelta. Its very stable 214-T' structure, superior electric properties and closed lattice matching make it desirable to construct multilayer junctions. The growth and nature of the heteroepitaxial Nd sub 2 CuO sub 4 /YBa sub 2 Cu sub 3 O sub 7 sub - subdelta structures were investigated by using x-ray diffraction, small angle x-ray reflection, rocking curve, electron microscopy and surface scan measurements. Junctions with a Nd sub 2 CuO sub 4 barrier display typical resistively shunted junction-like I-V characteristics with reasonable I sub c R sub n products. The large normal resistance, absence of the potential barrier at the SN boundary and a high transparency for the quasi-particles show the advantages of the Nd sub 2 CuO sub 4 barrier. The temperature dependence of Josephson p...

  19. Timber frame walls

    DEFF Research Database (Denmark)

    Hansen, Ernst Jan de Place; Brandt, Erik

    2010-01-01

    is reduced. To investigate the possibilities, full-size wall elements with wooden cladding and different cavity design, type of cladding and type of wind barrier were exposed to natural climate on the outside and to a humid indoor climate on the inside. During the exposure period parts of the vapour barrier...... were removed in some of the elements to simulate damaged vapour barriers. The condition of the wind barriers of elements with intact vapour barriers was inspected from the inside after four years of exposure. This paper presents results with emphasis on the moisture conditions behind the wind barrier....... It was found that the specific damages made to the vapour barrier as part of the test did not have any provable effect on the moisture content. In general elements with an intact vapour barrier did not show a critical moisture content at the wind barrier after four years of exposure....

  20. CONSTRUCTION TECHNOLOGY OF TIMBER-FRAME HOUSES RESISTANT TO DYNAMIC LOADS – STUDY ON MODELS OF EXTERIOR WALLS

    Directory of Open Access Journals (Sweden)

    Marcin Szczepanski

    2015-11-01

    Full Text Available The aim of this paper is to show the numeric representation of experimental studies concerning the behaviour of exterior wall models of a timber-frame house under harmonic loading. A single wall model according to traditional technology of timber-frame house walls (filling with mineral wool was tested. The analysis was conducted for the following frequencies: 0.5 Hz, 1.0 Hz, 2.0 Hz and 5.0 Hz for various values of the specified displacement. A number of hysteresis loops were obtained for each of the tests. Based on them, the damping ratio as well as stiffness were calculated. The skeleton model filled with mineral wool (traditional technology experienced serious damage under larger displacements. The results of the study have been used to propose a numerical model of wall filled with mineral wool. The proposed numerical model is consistent with the results for the values ​​obtained during the experimental study, which proves the correctness of the adopted solution.

  1. IBS SURVEY 2010: DRIVERS, BARRIERS AND CRITICAL SUCCESS FACTORS IN ADOPTING INDUSTRIALISED BUILDING SYSTEM (IBS CONSTRUCTION BY G7 CONTRACTORS IN MALAYSIA

    Directory of Open Access Journals (Sweden)

    KAMARUL ANUAR MOHAMAD KAMAR

    2014-08-01

    Full Text Available The industrialised building system (IBS survey has become an essential tool for ensuring the IBS Roadmap (2003 to 2010 meets its goals and target. As part of the process review survey, it also records the trend achievement of Malaysia in the usage of IBS in the building construction industry. The first and second IBS surveys were published in 2003 and 2005, respectively. Afterward, the IBS Roadmap’s midterm review was conducted. The third and the most recent IBS surveys were conducted in 2008 and 2010, respectively. This paper aims to highlight a part of the IBS survey report in 2010, which has been conducted to measure the drivers, barriers and the critical success factors of G7 contractors in adopting IBS construction. G7 is a Construction Industry Development Board contractor grade that can apply tender without limit. The importance of this paper is that it guides the policy and implementation strategy of IBS by G7 contractors. The survey shows that the acceptance, adoption, and deployment of IBS in the Malaysian construction industry are still low and do not address the persisting problems, such as productivity, dependency on foreign workers and high level of construction wastage.

  2. 探究某高层建筑工程钢板剪力墙设计与施工%Design and Construction of Steel Plate Shear Wall of a High-rise Building

    Institute of Scientific and Technical Information of China (English)

    张清晓

    2014-01-01

    Based on a super-high building project cases, this paper introduces the design and construction conditions of steel plate shear wall and steel plate shear wall construction points.%本文根据某超高层建筑工程案例,介绍了钢板剪力墙的设计与施工细则以及钢板剪力墙施工要点。

  3. Characterization of ancient construction materials (mud walls and adobe in the churches at Cisneros, Villada and Boada de Campos (Palencia

    Directory of Open Access Journals (Sweden)

    Sánchez Hernández, R.

    2000-03-01

    Full Text Available The aim of this work is to characterize the ancient building materials (mud wall and adobe of three churches in the province of Palencia. This is the first part of a study which seeks to evaluate how the mud walls of the tower of the church of Cisneros reacted to restoration treatment which consisted of a structural reinforcement made by injecting a highly fluid grout of cement/lime/sand mortar. This treatment implies the introduction of large quantities of water into the fabric. The mud walls of the tower of Cisneros are compositionally and texturally very similar to each other, which indicates that despite their large dimensions, care was taken in the homogeneity of the materials. These mud walls are also very similar to those of the church of Villada. The original raw material is mud with some additives (rubble, ashes, bones, etc. and some remains of lime used as a stabiliser. Although there is a very high proportion of clay, no effervescing clay has been detected. Hence it is deduced that once the mud wall was built, there were no important changes in volume due to variation in the humidity of the fabric. The characteristics of the adobe of the tower of Boada are logically different form those of the mud walls, being made of less sandy, more clayey mud with a high proportion of straw that the mud walls do not have, and without the addition of bricks, bones, etc.

    El objetivo de este trabajo es caracterizar los materiales antiguos de construcción (tapial y adobe de tres iglesias en la provincia de Falencia. El trabajo es la primera parte de un estudio en el que se pretende evaluar el comportamiento de los tapiales de la torre de la iglesia de Cisneros frente al tratamiento de restauración, consistente en un cosido estructural mediante la realización de perforaciones en las que se introduce una barra de acero y donde, posteriormente, se inyecta una lechada muy fluidificada de mortero de cemento/cal/arena. Este tratamiento implica la

  4. 高架桥薄壁空心高墩施工%Construction Organizational Design for High Hollow Thin-wall Pier of Viaduct Bridge

    Institute of Scientific and Technical Information of China (English)

    冯世敏

    2014-01-01

    PJ-200 Cantilever formwork ( climbing formwork ) and big steel formwork lifted with tower crane ( turnover formwork construction) have been adopted for the construction of high hollow thin-wall pier of Hewei Bridge at Km:253+353 of Lechang-Guangzhou Expressway, which has achieved good economic benefits.%乐昌至广州高速公路K253+353河尾大桥薄壁空心高墩施工组织设计采用PJ-200悬臂模板(即爬模施工)和塔吊提升大块钢模的方法施工(即翻模施工)相结合的方式,取得了较好的经济效益。

  5. Critical Oxide Thickness for Efficient Single-walled Carbon Nanotube Growth on Silicon Using Thin SiO2 Diffusion Barriers

    OpenAIRE

    Simmons, J. M.; Nichols, B. M.; Marcus, Matthew S.; Castellini, O. M.; Hamers, R. J.; Eriksson, M. A.

    2007-01-01

    The ability to integrate carbon nanotubes, especially single-walled carbon nanotubes, seamlessly onto silicon would expand the range of applications considerably. Though direct integration using chemical vapor deposition is the simplest method, the growth of single-walled carbon nanotubes on bare silicon and on ultra-thin oxides is greatly inhibited due to the formation of a non-catalytic silicide. Using x-ray photoelectron spectroscopy, we show that silicide formation occurs on ultra-thin ox...

  6. Ventilated external walls, constructed based on the building physics principles developed by Karl Gertis.; Hinterlueftete Aussenwaende, konstruiert aufgrund der von Karl Gertis erarbeiteten bauphysikalischen Grundlagen

    Energy Technology Data Exchange (ETDEWEB)

    Cziesielski, Erich [CRP Bauingenieure GmbH, Berlin (Germany)

    2008-12-15

    In his postdoctoral thesis Karl Gertis described the basic principles of the function and the geometric boundary conditions for the construction of ventilated external walls. The proposed revision of DIN 18516-1:2008-09 will again based on the fundamental results of his work. Meanwhile, further work has been carried out on various aspects, including the work by Janser and Marquardt on wind load assumptions and the corrosion-inhibiting effect of ventilated external walls. Ventilated external facings can be retrofitted to damaged walls in large-panel buildings to improve thermal insulation, as a remedial measure for joint defects, and in order to improve corrosion protection. This paper discusses the physical mechanisms relating to wind load reduction and corrosion protection. (Abstract Copyright [2008], Wiley Periodicals, Inc.) [German] Die grundlegende Arbeit ueber die Wirkungsweise und die geometrischen Randbedingungen bei der Konstruktion hinterluefteter Aussenwandkonstruktionen hat Karl Gertis mit seiner Habilitationsschrift verfasst. Auch in der geplanten Neufassung von DIN 18516-1:2008-09 wird auf die grundlegenden Ergebnisse seiner Arbeit unveraendert zugegriffen werden. Weiterfuehrende Arbeiten wurden unter anderem ueber die anzusetzenden Windlastannahmen und die korrosionshemmende Wirkung hinterluefteter Aussenwaende von Janser und Marquardt durchgefuehrt. Durch die nachtraegliche Montage von hinterluefteten Aussenwandkonstruktionen auf die geschaedigten Waende des Grosstafelbaus kann sowohl die Waermedaemmung verbessert werden als auch eine Sanierung der Fugen erfolgen; insbesondere wird aber durch das Aufbringen hinterluefteter Aussenwandkonstruktionen der Korrosionsschutz wesentlich verbessert. Im Folgenden werden die Wirkmechanismen hinsichtlich der Reduzierung der Windlast und des Korrosionsschutzes beschrieben. (Abstract Copyright [2008], Wiley Periodicals, Inc.)

  7. 上海轨道交通无障碍环境建设的再思考*%Rethinking Barrier Free Environment Construction in Shanghai Metro Transport

    Institute of Scientific and Technical Information of China (English)

    潘海啸; 邹为; 赵婷; 张仰斐

    2013-01-01

    The construction of the barrier free transport system has become a development trend of modern cities. Improving mobility of disabled people is an important responsibility of the city. At the same time, it can also improve the efficiency of travel for all citizens. Shanghai is now an aging society with high proportion senior citizens becoming disabled to travel. Mobility is a fundamental right of people; we must take effective response measures as early as possible to build a more livable city for all citizen. The concept for barrier free has been applied in Shanghai metro construction at early stage. Now handicapped people are much rely on metro to travel a long distance. But there are still some inconveniences for disabled people to use the system. This paper analyzes the background and problems in barrier free construction of Shanghai metro, pointing out the importance of shifting the concept from barrier free transport only for handicapped people to benefit al citizens. With the reference of international advanced concept and practice, some recommendations have been proposed on the reality of barrier free construction in Shanghai metro.%  城市无障碍交通体系的建设已经成为现代城市一种发展趋势。改善行动不方便者的交通出行是城市的一项重要责任,同时又可以提高城市运行的效率。已经进入老年社会的上海,因老致残的比例日益提高。交通出行是人们的一项基本权利,我们必须及早采取有效应对措施,建设一个更加宜居的城市。上海轨道交通无障碍环境建设起步早,已成为残疾人出行的重要交通工具,但也还存在一些不便之处。首先阐述了上海轨道交通无障碍环境建设的背景,分析存在的问题,指出在轨道交通无障碍环境建设中理念转变的重要性。通过对国际无障碍建设先进理念的分析,结合上海的实际情况,提出上海轨道交通无障碍建设的建议。

  8. Formation of three-dimensional cell/polymer constructs for bone tissue engineering in a spinner flask and a rotating wall vessel bioreactor

    Science.gov (United States)

    Sikavitsas, Vassilios I.; Bancroft, Gregory N.; Mikos, Antonios G.; McIntire, L. V. (Principal Investigator)

    2002-01-01

    The aim of this study is to investigate the effect of the cell culture conditions of three-dimensional polymer scaffolds seeded with rat marrow stromal cells (MSCs) cultured in different bioreactors concerning the ability of these cells to proliferate, differentiate towards the osteoblastic lineage, and generate mineralized extracellular matrix. MSCs harvested from male Sprague-Dawley rats were culture expanded, seeded on three-dimensional porous 75:25 poly(D,L-lactic-co-glycolic acid) biodegradable scaffolds, and cultured for 21 days under static conditions or in two model bioreactors (a spinner flask and a rotating wall vessel) that enhance mixing of the media and provide better nutrient transport to the seeded cells. The spinner flask culture demonstrated a 60% enhanced proliferation at the end of the first week when compared to static culture. On day 14, all cell/polymer constructs exhibited their maximum alkaline phosphatase activity (AP). Cell/polymer constructs cultured in the spinner flask had 2.4 times higher AP activity than constructs cultured under static conditions on day 14. The total osteocalcin (OC) secretion in the spinner flask culture was 3.5 times higher than the static culture, with a peak OC secretion occurring on day 18. No considerable AP activity and OC secretion were detected in the rotating wall vessel culture throughout the 21-day culture period. The spinner flask culture had the highest calcium content at day 14. On day 21, the calcium deposition in the spinner flask culture was 6.6 times higher than the static cultured constructs and over 30 times higher than the rotating wall vessel culture. Histological sections showed concentration of cells and mineralization at the exterior of the foams at day 21. This phenomenon may arise from the potential existence of nutrient concentration gradients at the interior of the scaffolds. The better mixing provided in the spinner flask, external to the outer surface of the scaffolds, may explain the

  9. Wall Energy Saving Technology and Construction Quality Control of the Exterior wall inner thermal insulation Proiect%建筑墙体节能技术与外墙内保温工程施工质量控制

    Institute of Scientific and Technical Information of China (English)

    黄振春

    2013-01-01

    随着全球环境的不断恶化以及各种资源的浪费,人们对节能环保的理念也越来越重视。而在建筑工程项目施工中,采用新技术新材料来达到节能降耗的目的,也已成为建筑单位与部门所关注的重点。本文就针对我国建筑工程中的墙体节能与外墙内保温技术的概念进行介绍,并详细分析其在建筑工程中的具体施工方法,再提出几点加强施工质量的控制措施,以期能够促进建筑节能的长效、可持久发展。%With the rapid development of our country's economy and the waste of resource , the environmental pollution has become more and more serious, and then people increasingly pay more attention to the energy -conservation and environment -protection.On the con-struction engineering projects , the new&high-tech materials are used for the purpose of the save energy and reduce consumption , it be-come the focuses of the construction units and departments .This article has focused on the EPS out -insulation engineering of save energy wall about the construction projects of China , and detailed analyzed the method in construction .Meanwhile, it offered a few points for the quality of materials and components of control measures , it's hoped to promote the energy effect and achieve sustainable development .

  10. The role of the cell wall in plant immunity

    DEFF Research Database (Denmark)

    Malinovsky, Frederikke Gro; Fangel, Jonatan Ulrik; Willats, William George Tycho

    2014-01-01

    The battle between plants and microbes is evolutionarily ancient, highly complex, and often co-dependent. A primary challenge for microbes is to breach the physical barrier of host cell walls whilst avoiding detection by the plant's immune receptors. While some receptors sense conserved microbial...... features, others monitor physical changes caused by an infection attempt. Detection of microbes leads to activation of appropriate defense responses that then challenge the attack. Plant cell walls are formidable and dynamic barriers. They are constructed primarily of complex carbohydrates joined...... by numerous distinct connection types, and are subject to extensive post-synthetic modification to suit prevailing local requirements. Multiple changes can be triggered in cell walls in response to microbial attack. Some of these are well described, but many remain obscure. The study of the myriad of subtle...

  11. The bacterial tubulin FtsZ requires its intrinsically disordered linker to direct robust cell wall construction.

    Science.gov (United States)

    Sundararajan, Kousik; Miguel, Amanda; Desmarais, Samantha M; Meier, Elizabeth L; Casey Huang, Kerwyn; Goley, Erin D

    2015-01-01

    The bacterial GTPase FtsZ forms a cytokinetic ring at midcell, recruits the division machinery and orchestrates membrane and peptidoglycan cell wall invagination. However, the mechanism for FtsZ regulation of peptidoglycan metabolism is unknown. The FtsZ GTPase domain is separated from its membrane-anchoring C-terminal conserved (CTC) peptide by a disordered C-terminal linker (CTL). Here we investigate CTL function in Caulobacter crescentus. Strikingly, production of FtsZ lacking the CTL (ΔCTL) is lethal: cells become filamentous, form envelope bulges and lyse, resembling treatment with β-lactam antibiotics. This phenotype is produced by FtsZ polymers bearing the CTC and a CTL shorter than 14 residues. Peptidoglycan synthesis still occurs downstream of ΔCTL; however, cells expressing ΔCTL exhibit reduced peptidoglycan crosslinking and longer glycan strands than wild type. Importantly, midcell proteins are still recruited to sites of ΔCTL assembly. We propose that FtsZ regulates peptidoglycan metabolism through a CTL-dependent mechanism that extends beyond simple protein recruitment. PMID:26099469

  12. Safety-barrier diagrams

    DEFF Research Database (Denmark)

    Duijm, Nijs Jan

    2007-01-01

    are discussed. A simple method for quantification of safety-barrier diagrams is proposed, including situations where safety barriers depend on shared common elements. It is concluded that safety-barrier diagrams provide a useful framework for an electronic data structure that integrates information from risk......Safety-barrier diagrams and the related so-called "bow-tie" diagrams have become popular methods in risk analysis. This paper describes the syntax and principles for constructing consistent and valid safety-barrier diagrams. The relation with other methods such as fault trees and Bayesian networks...... analysis with operational safety management....

  13. Safety- barrier diagrams

    DEFF Research Database (Denmark)

    Duijm, Nijs Jan

    2008-01-01

    Safety-barrier diagrams and the related so-called 'bow-tie' diagrams have become popular methods in risk analysis. This paper describes the syntax and principles for constructing consistent and valid safety-barrier diagrams. The relation of safety-barrier diagrams to other methods such as fault...... trees and Bayesian networks is discussed. A simple method for quantification of safety-barrier diagrams is proposed. It is concluded that safety-barrier diagrams provide a useful framework for an electronic data structure that integrates information from risk analysis with operational safety management....

  14. 现浇轻质保温复合墙体施工技术%Construction of Cast-in-place Lightweight Thermal Insulation Composite Wall

    Institute of Scientific and Technical Information of China (English)

    黄旭腾; 杨庆泽

    2014-01-01

    Cast-in-situ lightweight composite insulation wall is erected with light steel keel and ce-ment pressure plate, pouring molding with the new lightweight rigid insulation materials. The new lightweight rigid insulation materials consist of a large amount of tailings, fly ash, boron mud and other in-dustrial waste as the main raw material for recycling. The wall technology with light steel keel in construc-tion industry, horizontal transfer and infiltration of the technical content are researched for determining the construction of cast-in-situ light composite insulation wall, enhancing technology of green environmental protection and energy saving, reducing waste emissions, solving environmental pollution, saving the land resources with good economic benefit and social benefit.%现浇轻质保温复合墙体是利用轻钢龙骨和水泥压力板支模后,现场浇入新型轻质刚性保温材料而制成的一次成型复合墙体,其中新型轻质刚性保温材料是以大量尾矿粉、粉煤灰、硼泥等工业废弃物作为主要原材料,通过可回收再利用,实现变废为宝。通过建筑行业轻钢龙骨墙体施工工艺,横向转移和渗透其技术内容,研究确定现浇轻质保温复合墙体的施工技术,推广应用绿色环保节能技术,减少废弃物排放,解决环境污染问题,节约土地资源,具有良好的经济效益和社会效益。

  15. 现代夯土墙体施工技术研究与实践%Research and Application of Modern Rammed Earth Wall Construction Technology

    Institute of Scientific and Technical Information of China (English)

    周铁钢; 彭道强; 穆钧; Hugo Charly Gasnier; Quentin Arya Romain Chansavang

    2012-01-01

    Traditional rammed earth walls were members that were rammed from raw earth layer by layer using tools such as pestle or hammer etc. With modern construction technology, rammed earth materials, ramming equipment and ramming technology can all be improved to enhance the safety and durability of rammed earth buildings. Under guidance of the International centre for research and application of earth construction, and with the engineering practice of some pilot projects, this, article highlighted the selection and mixing of raw earth materials and improvement of ramming technology.%传统夯土建筑是指以木制或石制杵、锤等工具,将原状土质材料逐层夯实形成承重墙体的建筑.现代夯土建筑技术对传统夯土建筑中夯筑材料、夯筑机具、夯筑工艺等方面进行了改良,以提高夯土房屋的安全性与耐久性.在国际生土建筑研究和应用中心的指导下,结合试点工程的研究与实践,重点对如何科学选择、配置夯土材料及墙体夯筑工艺的改良情况做了说明.

  16. Click ‘Like’ and Post It on Your Wall! Chain Posts on Facebook – Identity Construction and Values

    Directory of Open Access Journals (Sweden)

    Piret Voolaid

    2013-04-01

    Full Text Available The article focuses on chain posts that were collected in the years 2010–2012 and spread predominantly among girls of ten to twelve on Facebook (facebook.com – a social network that has a membership of over 450,000 in Estonia. The source material comprising approximately 220 texts is similar by form and content to chain letters known from earlier tradition; yet, the web environment with its specific technical structure allows the texts to turn into a peculiar Facebook-like phenomenon.The author takes a closer interest in the changes in form adapted to chain letters as a genre in Facebook environment as well as thematic categories of these letters. The analysis of the epistolary cultural phenomenon focuses on the socio-folkloric nature of texts with its communicative and socio-cultural aspects. The main focus is on how socio-cultural environment influences changes in the genre, what kind of global and local impacts occur in Estonian-language chain posts and how this everyday genre reflects the realities of the era and the values intrinsic to this age group. The levels of personal and collective identity construction of chain posters as a special age group have been analysed against the identity motivation theory known from social psychology.

  17. 工程项目建设无障碍设计的实践与探究%Practice and discuss on barrier-free design of construction project

    Institute of Scientific and Technical Information of China (English)

    肖山

    2013-01-01

      以项目建设无障碍设计实践为案例,从无障碍集成化统筹设计、面对不同类别残障人士的对象差别化设计、针对气候经济社会条件差异的地域化无障碍设计几个方面深入探讨了工程建设人性化无障碍设计的问题。%This paper takes the design practice of barrier-free project construction as the study case, no obstacle integrated overall design, object-oriented different types of the disabled differentiation design, according to the regional differences in climate of economic and social conditions of the barrier-free design aspects discussed the construction of barrier-free design of humanization

  18. The seeds of Lotus japonicus lines transformed with sense, antisense, and sense/antisense galactomannan galactosyltransferase constructs have structurally altered galactomannans in their endosperm cell walls.

    Science.gov (United States)

    Edwards, Mary E; Choo, Tze-Siang; Dickson, Cathryn A; Scott, Catherine; Gidley, Michael J; Reid, J S Grant

    2004-03-01

    Galactomannan biosynthesis in legume seed endosperms involves two Golgi membrane-bound glycosyltransferases, mannan synthase and galactomannan galactosyltransferase (GMGT). GMGT specificity is an important factor regulating the distribution and amount of (1-->6)-alpha-galactose (Gal) substitution of the (1-->4)-beta-linked mannan backbone. The model legume Lotus japonicus is shown now to have endospermic seeds with endosperm cell walls that contain a high-Gal galactomannan (mannose [Man]/Gal = 1.2-1.3). Galactomannan biosynthesis in developing L. japonicus endosperms has been mapped, and a cDNA encoding a functional GMGT has been obtained from L. japonicus endosperms during galactomannan deposition. L. japonicus has been transformed with sense, antisense, and sense/antisense ("hairpin loop") constructs of the GMGT cDNA. Some of the sense, antisense, and sense/antisense transgenic lines exhibited galactomannans with altered (higher) Man/Gal values in their (T(1) generation) seeds, at frequencies that were consistent with posttranscriptional silencing of GMGT. For T(1) generation individuals, transgene inheritance was correlated with galactomannan composition and amount in the endosperm. All the azygous individuals had unchanged galactomannans, whereas those that had inherited a GMGT transgene exhibited a range of Man/Gal values, up to about 6 in some lines. For Man/Gal values up to 4, the results were consistent with lowered Gal substitution of a constant amount of mannan backbone. Further lowering of Gal substitution was accompanied by a slight decrease in the amount of mannan backbone. Microsomal membranes prepared from the developing T(2) generation endosperms of transgenic lines showed reduced GMGT activity relative to mannan synthase. The results demonstrate structural modification of a plant cell wall polysaccharide by designed regulation of a Golgi-bound glycosyltransferase.

  19. BdCESA7, BdCESA8, and BdPMT utility promoter constructs for targeted expression to secondary cell-wall-forming cells of grasses

    Directory of Open Access Journals (Sweden)

    Deborah ePetrik

    2016-02-01

    Full Text Available Utility vectors with promoters that confer desired spatial and temporal expression patterns are useful tools for studying gene and cellular function and for industrial applications. To target the expression of DNA sequences of interest to cells forming plant secondary cell walls, which generate most of the vegetative biomass, upstream regulatory sequences of the Brachypodium distachyon lignin biosynthetic gene BdPMT and the cellulose synthase genes BdCESA7 and BdCESA8 were isolated and cloned into binary vectors designed for Agrobacterium-mediated transformation of monocots. Expression patterns were assessed using the β-glucuronidase gene GUSPlus and X-glucuronide staining. All three promoters showed strong expression levels in stem tissue at the base of internodes where cell wall deposition is most active, in both vascular bundle xylem vessels and tracheids, and in interfascicular tissues, with expression less pronounced in developmentally older tissues. In leaves, BdCESA7 and BdCESA8 promoter-driven expression was strongest in leaf veins, leaf margins, and trichomes; relatively weaker and patchy expression was observed in the epidermis. BdPMT promoter-driven expression was similar to the BdCESA promoters expression patterns, including strong expression in trichomes. The intensity and extent of GUS staining varied considerably between transgenic lines, suggesting that positional effects influenced promoter activity. Introducing the BdPMT and BdCESA8 Open Reading Frames (ORFs into BdPMT and BdCESA8 utility promoter binary vectors, respectively, and transforming those constructs into Brachypodium pmt and cesa8 loss-of-function mutants resulted in rescue of the corresponding mutant phenotypes. This work therefore validates the functionality of these utility promoter binary vectors for use in Brachypodium and likely other grass species. The identification, in Bdcesa8-1 T-DNA mutant stems, of an 80% reduction in crystalline cellulose levels

  20. Natural Barriers of the Geosphere at Yucca Mountain, Nevada

    Science.gov (United States)

    Arlt, H.; Kotra, J.; Mohanty, S.; Winterle, J.

    2005-05-01

    Geological repositories designed to isolate high-level radioactive waste need natural and engineered barriers that prevent or slow the release of radioactive elements into the accessible environment to acceptable regulatory limits. Under the U.S. Nuclear Regulatory Commission's (NRC's) regulations, a barrier is any material, structure, or feature that prevents or substantially reduces the rate of movement of water or radionuclides from the repository to the accessible environment. In 1982, Congress passed the Nuclear Waste Policy Act which directed the NRC to include multiple barriers in regulating geologic disposal of high-level radioactive waste. Accordingly, as provided in 10 CFR Part 63, the NRC's regulations for Yucca Mountain require a repository to include multiple barriers to ensure the system is robust and not wholly dependent on any single barrier. Any potential license application to construct a repository at Yucca Mountain must identify the multiple barriers (both natural and engineered), describe the capabilities of each barrier, and provide the technical bases for the capabilities of the barriers. The NRC believes that understanding the capability of the repository's component barriers improves understanding of the overall system. The objective of this paper is to discuss potential natural barriers of the geosphere at Yucca Mountain and describe the NRC regulatory requirements for such barriers. To better understand the natural barriers of the geosphere, it helps to divide the barriers into groups of features and their associated processes. Natural barriers, i.e., barriers not constructed by man, ideally include processes that delay the transport of radionuclides from reaching the accessible environment or limit the amount of water that can seep from a ground surface to the depth of an underground repository. Natural barriers at Yucca Mountain may include: topographic influences on precipitation runoff; soil and plants influences on evaporation and

  1. Staggered domain wall fermions

    CERN Document Server

    Hoelbling, Christian

    2016-01-01

    We construct domain wall fermions with a staggered kernel and investigate their spectral and chiral properties numerically in the Schwinger model. In some relevant cases we see an improvement of chirality by more than an order of magnitude as compared to usual domain wall fermions. Moreover, we present first results for four-dimensional quantum chromodynamics, where we also observe significant reductions of chiral symmetry violations for staggered domain wall fermions.

  2. 外墙纤维砂浆弹性涂料的施工技术%Exterior wall of elastic fiber mortar coating construction technology

    Institute of Scientific and Technical Information of China (English)

    苏亚森

    2012-01-01

    随着我国国民经济突飞猛进的发展,城市高层建筑林立,本着绿色、环保、低碳的理念,许许多多的建筑物设计采用外墙涂料饰面,而外墙涂料龟裂等现象又是多年来本行业常见的质量通病。为了攻关这一难题,多年来,我司在外墙涂料施工中,一方面在材料方面进一步的改进和完善,另一方面在涂饰的工艺方法进行了优化,取得了良好成效。%With China's national economy development by leaps and bounds,city high-rise buildings lining,in line with green,environmental protection,low carbon concept,hundreds of buildings design USES wall paint finishes,and exterior coating the phenomenon such as cracking and industry for many years the common quality problems.In order to research the problem,for many years,our company in exterior coating in construction,on the one hand,in the material aspects further improvement and perfection,on the other hand in finishing process method optimized,and achieved good results.

  3. INTOLERANT ATTITUDES BUILD WALLS AND BLOCK THE CONSTRUCTION OF BRIDGES: a cognitive-discoursive analysis of systematic metaphor emersion in opinion article genre

    Directory of Open Access Journals (Sweden)

    Ana Cristina Pelosi

    2016-03-01

    Full Text Available The article presents partial results of a research which is aimed at verifying how figurative language, specifically metaphoric and metonymic language, present in different textual genres such as the literary and the journalistic genres, contributes to the emergence and negotiation of meaning. The theoretic and methodological basis of the research comes from Conceptual Metaphor Theory, originally proposed by Lakoff and Johnson (1980 and expanded in the 90’s by theoreticians such as Grady (1997, and from Metaphor-Led Discourse Analysis (CAMERON ET AL, 2009; CAMERON; MASLEN, 2010. Research implementation involves two stages. An analysis of four exemplars of the genres under investigation according to Metaphor-Led Discourse Analysis and a second analysis, still to be carried out, of the talk of three focus groups composed by students of a state school in Santa Maria, RS, after the reading of the different genres. The preliminary analysis presented of the opinion article selected for this study reveals the presence of image-kinesthetic schemas and metaphoric/metonymic vehicles which structure the language present in the analyzed genre and contribute to the emergence of the systematic metaphor INTOLERANT ATTITUDES BUILD WALLS AND BLOCK THE CONSTRUCTION OF BRIDGES.

  4. An Inquiry into Multi-Storey Shear- Wall Housing Constructions in View of Structural Evaluation Measures: The Ataşehir- Istanbul Example

    Directory of Open Access Journals (Sweden)

    Ayşin Sev

    2003-05-01

    Full Text Available In Turkey, most of the recent housing projects are designed as high-rise box frame structures  cast in place by tunnel forms. This system offers the advantages of facilitating the construction process and minimizing the thickness of the load-bearing walls whenever highstrength concrete is used. Most significantly, it has the ability to withstand the major earthquake forces effectively. In the design phase, however, certain limitations imposed by this particular structural system should be taken into account. This research focuses on 48 high-rise residential buildings in Ataşehir Mass Housing, which were completed in 1997. These buildings are investigated with respect to their structural and architectural features, such as building configuration, plan layout, slenderness, structural system, the number of cores per building, the number of residential units using these cores and the relationship of these residential units between each other. Thus, the question of "how the architectural planning was affected by the selected structural system" is investigated.

  5. Integrated construction technology of gantry mounting and template for breakwater crest wall%防波堤胸墙施工中门架模板一体式的工艺

    Institute of Scientific and Technical Information of China (English)

    罗柳; 唐蔚东; 谭永安; 唐如蜜

    2013-01-01

    In order to guarantee the quality and efficiency of a deepwater breakwater’s 1 510 m long crest wall, according to the difficulties that the wave breast wall is of 6.5 meters high, containing 20%stones, and with narrow passages, etc. we carry out a research on the construction technology of the crest wall, and develop the integrated construction technology of gantry mounting and template innovatively. For the technology, we design the bottom crest wall gantry mounting and the top crest wall gantry mounting in view of the template’s installation, riprap technology, as well as the allocation of resources. By the special technology, we realize the quickest construction at that time under the prerequisite of guaranteeing the casting technology of the crest wall.%为了高质高效地完成某深水防波堤1510 m防浪胸墙施工,根据防浪胸墙高6.5 m、掺石20%、通道狭窄等难点,在对防浪胸墙施工工艺进行了深入的研究后,创新地采用了门架模板一体式施工工艺。针对该工艺,综合考虑模板安拆、抛石工艺、资源配置等情况,设计了底层胸墙门架、顶层胸墙门架。该特殊施工工艺在保证防浪胸墙浇筑质量的前提下,创造了防波堤施工史上的最快速度。

  6. High-R Walls for Remodeling: Wall Cavity Moisture Monitoring

    Energy Technology Data Exchange (ETDEWEB)

    Wiehagen, J.; Kochkin, V.

    2012-12-01

    The focus of the study is on the performance of wall systems, and in particular, the moisture characteristics inside the wall cavity and in the wood sheathing. Furthermore, while this research will initially address new home construction, the goal is to address potential moisture issues in wall cavities of existing homes when insulation and air sealing improvements are made.

  7. High-R Walls for Remodeling. Wall Cavity Moisture Monitoring

    Energy Technology Data Exchange (ETDEWEB)

    Wiehagen, J. [NAHB Research Center Industry Partnership, Upper Marlboro, MD (United States); Kochkin, V. [NAHB Research Center Industry Partnership, Upper Marlboro, MD (United States)

    2012-12-01

    The focus of the study is on the performance of wall systems, and in particular, the moisture characteristics inside the wall cavity and in the wood sheathing. Furthermore, while this research will initially address new home construction, the goal is to address potential moisture issues in wall cavities of existing homes when insulation and air sealing improvements are made.

  8. Impact of Building Walls of Historic Objects from Half-Timbered Wall in their State of Thermal Protection / Wpływ Budowy Ścian Historycznych Budynków z Muru Pruskiego Na Ich Stan Ochrony Cieplnej

    Science.gov (United States)

    Szymanowska-Gwiżdż, Agnieszka; Steidl, Tomasz

    2016-03-01

    The paper presents the problems connected with preserved examples of buildings in Upper Silesia that contain the elements of half-timbered walls. This type of construction currently characterizes houses of various utility functions. Often, their formation was related to the construction of patron settlements, accompanied by the development of industrial plants. Today, there is a problem of insufficient thermal insulation of barriers in half-timbered houses and numerous attempts to improve their thermal parameters are observed. In this type of projects, the correct determination of the existing state in terms of construction of the barrier and thermal protection seems to be important, as the starting points for further analysis. The study determines the insulation of frame walls with ceramic fill, with a variety of material and construction solutions. Literature examples and in situ measurements results were used for the research.

  9. [Vascular endothelial Barrier Function].

    Science.gov (United States)

    Ivanov, A N; Puchinyan, D M; Norkin, I A

    2015-01-01

    Endothelium is an important regulator of selective permeability of the vascular wall for different molecules and cells. This review summarizes current data on endothelial barrier function. Endothelial glycocalyx structure, its function and role in the molecular transport and leukocytes migration across the endothelial barrier are discussed. The mechanisms of transcellular transport of macromolecules and cell migration through endothelial cells are reviewed. Special section of this article addresses the structure and function of tight and adherens endothelial junction, as well as their importance for the regulation of paracellular transport across the endothelial barrier. Particular attention is paid to the signaling mechanism of endothelial barrier function regulation and the factors that influence on the vascular permeability.

  10. The prefabricated wall construction technology of PU edge compound board with color plate and rock wool insulation%PU 封边彩钢岩棉复合保温板装配式墙体施工技术

    Institute of Scientific and Technical Information of China (English)

    贾敬峰

    2015-01-01

    介绍了某钢结构厂房外墙采用聚氨酯涂层彩钢岩棉复合板自保温体系施工技术,通过应用墙面板材PU封边技术、对板式墙体节点处理进行了深化设计,并对该施工技术特点、质量标准控制进行了总结,指出该墙体具有保温、隔声性能良好、防水性能优越等优点。%This paper introduced a steel structure building exterior wall on the use of Polyurethane coating compound board with color plate and rock wool insulation system construction,through the application of PU edge on the wall plate,on the panel wall joint processing detailed design, application of the construction technology,summarizes the technical characteristics,quality control standard of the wall,with thermal insulation, sound insulation property,waterproof superior performance advantages.

  11. 浅谈建筑产业化形势下新型墙体材料的发展趋势%Introduction of the development trend of new wall materials in construction industrialization situation

    Institute of Scientific and Technical Information of China (English)

    马福栋

    2016-01-01

    新型墙体材料在国家和政府的大力支持下得到了很快的发展,但是由于技术落后,我国新型墙体材料相对于发达国家还有很大差距.尤其是我国现阶段大力推行的建筑产业化,新型墙体材料难以跟上建筑产业化的脚步,介绍了在建筑产业化形势下新型墙体材料的发展趋势.%In recent years, under the strong support of state and government the new type wall materials have ob?tained fast development, but new type wall materials in China also has the very big disparity compared with devel?oped countries due to backward technology. This stage of the construction our country vigorously promote industrial?ization, in particular, the new wall materials is difficult to keep up with the steps of building industrialization. The de?velopment trend of new wall materials are introduced under industrialization situation in the construction.

  12. Cell Wall

    OpenAIRE

    Jamet, Elisabeth; Canut, Hervé; Boudart, Georges; Albenne, Cécile; Pont-Lezica, Rafael F

    2008-01-01

    This chapter covers our present knowledge of cell wall proteomics highlighting the distinctive features of cell walls and cell wall proteins in relation to problems encountered for protein extraction, separation and identification. It provides clues to design strategies for efficient cell wall proteomic studies. It gives an overview of the kinds of proteins that have yet been identified: the expected proteins vs the identified proteins. Finally, the new vision of the cell wall proteome, and t...

  13. Construction of Plastic Concrete Impervious Wall with Permanent Mould%使用永久性胎模的现浇塑性混凝土防渗心墙施工

    Institute of Scientific and Technical Information of China (English)

    奉丽玲; 姜泽侯; 韩春秀; 赵发宾; 张玮

    2013-01-01

    Through the description to Wuding Jiyi Reservoir on plastic concrete impervious wall construction, expounds on the use of the new technology of permanent masonry template of the plastic concrete anti-seepage wall. The construction of plastic concrete anti-seepage wall, reduces the concrete disturbance destroy of roller compaction, and the difficulty of concrete pouring. Not only speeds up the progress, but also saves the cost, solves the problem of road construction, and brings better economic benefit.%  通过对武定己衣水库塑性混凝土防渗墙施工的描述,阐述使用永久性浆砌石模板的塑性混凝土防渗墙的新技术,这种塑性混凝土防渗墙施工方式,减少了碾压对混凝土的扰动破坏,降低了混凝土浇筑的难度。既加快了进度,还节省了成本,而且解决了场内施工道路的问题,带来良好的经济效益。

  14. Geophysical characterization of subsurface barriers

    Energy Technology Data Exchange (ETDEWEB)

    Borns, D.J.

    1995-08-01

    An option for controlling contaminant migration from plumes and buried waste sites is to construct a subsurface barrier of a low-permeability material. The successful application of subsurface barriers requires processes to verify the emplacement and effectiveness of barrier and to monitor the performance of a barrier after emplacement. Non destructive and remote sensing techniques, such as geophysical methods, are possible technologies to address these needs. The changes in mechanical, hydrologic and chemical properties associated with the emplacement of an engineered barrier will affect geophysical properties such a seismic velocity, electrical conductivity, and dielectric constant. Also, the barrier, once emplaced and interacting with the in situ geologic system, may affect the paths along which electrical current flows in the subsurface. These changes in properties and processes facilitate the detection and monitoring of the barrier. The approaches to characterizing and monitoring engineered barriers can be divided between (1) methods that directly image the barrier using the contrasts in physical properties between the barrier and the host soil or rock and (2) methods that reflect flow processes around or through the barrier. For example, seismic methods that delineate the changes in density and stiffness associated with the barrier represents a direct imaging method. Electrical self potential methods and flow probes based on heat flow methods represent techniques that can delineate the flow path or flow processes around and through a barrier.

  15. Geophysical characterization of subsurface barriers

    International Nuclear Information System (INIS)

    An option for controlling contaminant migration from plumes and buried waste sites is to construct a subsurface barrier of a low-permeability material. The successful application of subsurface barriers requires processes to verify the emplacement and effectiveness of barrier and to monitor the performance of a barrier after emplacement. Non destructive and remote sensing techniques, such as geophysical methods, are possible technologies to address these needs. The changes in mechanical, hydrologic and chemical properties associated with the emplacement of an engineered barrier will affect geophysical properties such a seismic velocity, electrical conductivity, and dielectric constant. Also, the barrier, once emplaced and interacting with the in situ geologic system, may affect the paths along which electrical current flows in the subsurface. These changes in properties and processes facilitate the detection and monitoring of the barrier. The approaches to characterizing and monitoring engineered barriers can be divided between (1) methods that directly image the barrier using the contrasts in physical properties between the barrier and the host soil or rock and (2) methods that reflect flow processes around or through the barrier. For example, seismic methods that delineate the changes in density and stiffness associated with the barrier represents a direct imaging method. Electrical self potential methods and flow probes based on heat flow methods represent techniques that can delineate the flow path or flow processes around and through a barrier

  16. Regulatory issues and assumptions associated with barriers in the vadose zone surrounding buried waste

    International Nuclear Information System (INIS)

    One of the options for control of contaminant migration from buried waste sites is the construction of a subsurface barrier that consists of a wall of low permeability material. The barrier material should be compatible with soil and waste conditions specific to the site and have as low an effective diffusivity as is reasonably achievable to minimize or inhibit transport of moisture and contaminants. This report addresses the regulatory issues associated with the use of non-traditional organic polymer barriers as well as the use of soil-bentonite or cement-bentonite mixtures for such barriers, considering barriers constructed from these latter materials to be a regulatory baseline. The regulatory issues fall into two categories. The first category consists of issues associated with the acceptability of such barriers to the EPA as a method for achieving site or performanceimprovement. The second category encompasses those regulatory issues concerning health, safety and the environment which must be addressed regarding barrier installation and performance, especially if non-traditional materials are to be used

  17. AAC 砌块自由加载墙施工工法%Construction Technology of the Free Loading Wall of AAC Building Block

    Institute of Scientific and Technical Information of China (English)

    陆建辉; 戴伟军; 朱晓波

    2016-01-01

    AAC (Autoclaved Aerated Concrete) building block is light in self-weigh, good fireproof, warm-proof and more easily cutting. But the strength of AAC building block is low. The AAC can’t be easily loaded, punched or holed. Its strength and warm-proof will get lower, when it meets water especially. The technology of the free loading wall of AAC building block (AAC wall) adopts the mixed wall structure, which consists of AAC building blocks, shale bricks and concrete bricks. The AAC wall can be easily loaded, punched, holed and free to fit all kinds of deformation, when you put concrete bricks or shale bricks into AAC wall through BIM design. Using the technology of mortar cover with wire mesh and boundary plugging, the AAC wall can be better in waterproof yet. Using the different thickness among building block wall, shale bricks wall and concrete beam or column, adopting the technology of heat bridge of gearing each other, the heat bridge can be overcome. This technology has solved the common quality failing of AAC wall, enlarging its integrity and use range, increasing the function of punching, holing or waterproofing systemically. It can be widely utilized in inside wall or outside wall because of producing and manufacturing in industry.%AAC 砌块自重轻、易切割、防火与保温性好,但其强度低、不能任意加载,开槽开洞局限较多,遇水湿胀且强度和保温性能变低。 AAC 砌块自由加载墙体施工工艺采用 AAC 砌块、页岩砖、素混凝土块混墙结构,通过 BIM 排块设计,在 AAC 砌块墙体中嵌入素混凝土块,在箱体集中处砌筑页岩砖墙体,以自由地适应加载、开槽开洞和墙体变形;利用表面网膜和界面封堵工艺,较好地解决了防渗防漏;利用砌块墙与页岩砖墙、混凝土梁柱间的厚度差,采用热桥咬合工艺,较好地解决了热桥。该工法系统地解决 AAC 砌块墙体的质量通病、使用局限,增强 AAC砌块墙体的

  18. Falling walls

    CERN Multimedia

    It was 20 years ago this week that the Berlin wall was opened for the first time since its construction began in 1961. Although the signs of a thaw had been in the air for some time, few predicted the speed of the change that would ensue. As members of the scientific community, we can take a moment to reflect on the role our field played in bringing East and West together. CERN’s collaboration with the East, primarily through links with the Joint Institute for Nuclear Research, JINR, in Dubna, Russia, is well documented. Less well known, however, is the role CERN played in bringing the scientists of East and West Germany together. As the Iron curtain was going up, particle physicists on both sides were already creating the conditions that would allow it to be torn down. Cold war historian Thomas Stange tells the story in his 2002 CERN Courier article. It was my privilege to be in Berlin on Monday, the anniversary of the wall’s opening, to take part in a conference entitled &lsquo...

  19. Research on Investment and Management of Construction of Ecological Security Barrier in Bijie Experimental Region%毕节试验区生态安全屏障建设投资与管理问题研究

    Institute of Scientific and Technical Information of China (English)

    安和平; 陈爱平

    2012-01-01

    本文针对毕节试验区生态安全屏障建设的需要,分析表明:毕节试验区生态安全屏障建设在投资与管理上存在以下主要问题:国家投入不足,配套资金难落实;按基建程序管理与不按基建标准投资的矛盾;国家投资计划下达晚,影响当年计划实施和工程质量;生态环境建设缺乏总体规划,实施项目存在措施重叠现象;生态工程重建设、轻管理;地方环境保护投入能力弱,城乡人居环境建设投资需求大等.针对以上问题,提出了编制生态安全屏障建设规划,集聚资源加快推进;增加国家重点生态建设工程投入,提高单位面积投入标准;切实化解地方配套资金难问题;建立多元化投融资渠道;完善生态安全屏障保护与建设管理体系;加强工程资金管理.提高资金使用效率;完善政策、法治保障等对策措施.%This article in view of the Bijie experimental region of ecological security barrier construction, analysis shows that, Bijie Experimental Region of ecological security barrier in the construction of investment and management has the following main problems: country throws inadequacy, matching funds to not implemented; according to capital construction program management and not according to the construction standard investment contradictions; the national investment plan issued later, the impact of current plan and project quality; the ecological environment construction lack of overall planning, executive project measures overlap exists; the ecological engineering of heavy construction, light management; the local environmental protection investment ability is weak, urban and rural human settlements construction investment demand gap is very big. In view of the above problems, put forward the following countermeasures, as follows: preparation of ecological security barrier construction plan, assemble resource accelerate advance; increase the state's key ecological

  20. Use of hard coal tailings for landfill construction with particular consideration to pyrite decay and to suitability of tailings as a geochemical barrier; Die Verwendung von Steinkohlebergematerialien im Deponiebau im Hinblick auf die Pyritverwitterung und die Eignung als geochemische Barriere

    Energy Technology Data Exchange (ETDEWEB)

    Schuering, J.

    1996-10-01

    The purpose of the present paper was to determine the hazard potential of acid formation during oxidation of the pyrite naturally contained in hard coal tailings and the efficacy of such tailings as a barrier against pollutants. The results were intended to show to what extent tailings can be recycled as a valuable material. This would not only offer an alternative to the land-consuming practice of dumping, which upon exhaustion of buffering capacity also gives rise to the problems associated with acid pit water, but would also allow the conservation of natural resources otherwise consumed in the sealing of landfills. (orig./HS) [Deutsch] Ziel dieser Arbeit war zum einen die Erfassung des Gefaehrdungspotentials durch die Saeurebildung bei der Oxidation des geogen im Bergmaterial enthaltenen Pyrits und zum anderen die Wirksamkeit als Barriere gegenueber Schadstoffen. Die Ergebnisse sollten aufzeigen, inwieweit das Bergematerial als Werkstoff eine weitere Verwendung finden kann. Von Bedeutung ist dabei nicht nur die Alternative zur flaechenintensiven Aufhaldung und den, bei Erschoepfung der Pufferkapazitaet, unter Umstaenden verbundenen Problemen bei der Bildung Saurer Grubenwaesser, sondern auch die Schonung natuerlicher Ressourcen bei der Verwendung in Deponieabdichtungen. (orig./HS)

  1. The construction technology of thin wall stainless steel water supply pipe taper thread connection%薄壁不锈钢给水管锥螺纹连接施工技术

    Institute of Scientific and Technical Information of China (English)

    侯焕芝

    2016-01-01

    This paper introduced the process principle of thin wall stainless steel water supply pipe taper thread connection,from the construction preparation,piping layout,taper thread connection and other aspects,discussed its techniques key points of connection construction,and sum-marized the construction quality control technology,pointed out that the thin wall stainless steel water supply pipe taper thread connection had re-markable social and economic benefits.%介绍了薄壁不锈钢给水管锥螺纹连接的工艺原理,从施工准备、管道布置、锥螺纹连接等方面,论述了其连接施工的技术要点,并总结了施工质量控制技术,指出薄壁不锈钢给水管锥螺纹连接具有显著的社会经济效益。

  2. Wave Run-up on A Vertical Seawall Protected by An Offshore Submerged Barrier

    Institute of Scientific and Technical Information of China (English)

    ZHANG Jing-xin; LIU Hua

    2009-01-01

    Submerged barriers are constructed in coastal zones for shoreline or harbor protection or to prevent the beach ero-sion. In the present study, the wave run-up on a vertical seawall protected by a submerged barrier is analyzed. The phys-ical configurations include a rigid barrier and a long channel of finite depth. For linear water waves, by matching the ve-locity along the barrier and along the gap, the systems of linear equations about the velocity potentials are obtained. The wave run-up is further analyzed for various settings of barrier height and distance between the barrier and the wall, i.e. the chamber length. For nonlinear waves and random sea waves, a numerical model is extended to investigate the effect parameters of the barrier on the wave rim-up against the seawall. Not only the numerical simulations, but also the analyt-ical results illustrate that the wave run-up on the seawall depends very much on the distance between the barrier and the vertical seawall.

  3. 双层大角度倾斜轻质混凝土外隔墙施工技术研究%Research on the Construction Technology of the Lightweight Concrete External Wall of the Double Large Inclined Angle

    Institute of Scientific and Technical Information of China (English)

    沈熙智; 陈宇健

    2014-01-01

    The lightweight concrete external wall of the double large inclined angle, due to the particularity of its structure, traditional construction methods cannot simultaneously double concrete pouring, construction duration is long, schedule are difficult to guarantee. The paper studies the construction technology of the lightweight concrete external wall of the double large inclined angle. The double-concrete construction is achieved at the same time, by setting the horn type concrete pouring mouth, and controlling the inside and outside layer thickness of the concrete pouring, and mutually balancing inner and outer mold pressure. It not only ensures the quality of concrete pouring, but also shorten the construction period.%双层大角度倾斜轻质砼外墙,由于其构造的特殊性,传统施工方法不能同时进行双层砼浇筑,施工延续时间长,工期较难保障。本文针对双层大角度倾斜轻质砼外墙施工技术进行研究,通过设置喇叭型混凝土浇筑口,控制内外层混凝土浇筑厚度,相互平衡内外侧模压力,从而实现双层砼同时施工,不仅保证了混凝土的浇筑质量,而且缩短了工期。

  4. 白鹤梁题刻保护工程水下导墙施工措施%Guide wall construction of White Crane Ridge Inscription underwater in-situ protection work

    Institute of Scientific and Technical Information of China (English)

    章荣发; 尹振强; 陈一兵

    2014-01-01

    An innovated concept of "non-pressure vessel" was adopted to build the underwater in-situ protection works for White Crane Ridge Inscription, and the guide wall is a support structure for the underwater protection work. For ensuring con-struction quality and accelerating construction speed, the construction solution of guide wall was proposed as follow:the original underwater construction was adjusted to dry land construction, the reinforce bar, templates, embedded parts as well as stiffness framework were prefabricated on land and assembled by segment in water. The project started in Feb. 2003, mainly completed in May, 2006, commissioned in Nov. 2008, and formally opened in 2009. Now it is the first underwater museum for cultural relics in the world.%白鹤梁题刻原址水下保护工程采用“无压容器”原理兴建,水下导墙是保护体的重要支撑结构。为保证导墙的施工质量,加快施工进度,结合该工程的施工特点,经多方案比选,最终选定的施工方案系将水下施工改为陆地施工,采取导墙钢筋、模板、预埋件、劲性骨架等在水上分段预制,水下分段吊施安装的施工方案。该工程于2003年2月13日开工建设,2006年5月主体工程完工,2008年11月主体工程调试运行,2009年5月18日正式开馆,成为世界上唯一在深水下建立的遗址类水下博物馆。

  5. Some Comments Concerning the Advisory Opinion of the International Court of Justice on the Construction of a Wall in the Occupied Palestinian Territory: The Performance of the European Union

    OpenAIRE

    Perez Bernardez Pérez Bernárdez, Carmela

    2005-01-01

    On December 8th, 2003, the United Nations General Assembly adopted a resolution to submit the question concerning the legality of Israel’s construction of a wall in the Occupied Palestinian Territory to the International Court of Justice for an advisory opinion. The Court accepted, and thus entered into the Israeli-Palestinian conflict - one of the most far reaching, difficult, and delicate disputes that the international community has faced. The purpose of this paper is two-fold. First, it...

  6. Regulatory issues and assumptions associated with polymers for subsurface barriers surrounding buried waste

    International Nuclear Information System (INIS)

    One of the options for control of contaminant migration from buried waste sites is the construction of a subsurface barrier that consists of a wall of low permeability material. Subsurface barriers will improve remediation performance by removing pathways for contaminant transport due to groundwater movement, meteorological water infiltration, vapor- and gas-phase transport, transpiration, etc. Subsurface barriers may be used to open-quotes directclose quotes contaminant movement to collection sumps/lysimeters in cases of unexpected remediation failures or transport mechanisms, to contain leakage from underground storage tanks, and to restrict in-situ soil cleanup operation and chemicals. Brookhaven National Laboratory is currently investigating advanced polymer materials for subsurface barriers. This report addresses the regulatory aspects of using of non-traditional polymer materials as well as soil-bentonite or cement-bentonite mixtures for such barriers. The regulatory issues fall into two categories. The first category consists of issues associated with the acceptability of subsurface barriers to the Environmental Protection Agency (EPA) as a method for achieving waste site performance improvement. The second category encompasses those regulatory issues concerning health, safety and the environment which must be addressed regarding barrier installation and performance, especially if non-traditional materials are to be used. Since many of EPA's concerns regarding subsurface barriers focus on the chemicals used during installation of these barriers the authors discuss the results of a search of the Federal Register and the Code of Federal Regulations for references in Titles 29 and 40 pertaining to key chemicals likely to be utilized in installing non-traditional barrier materials. The use of polymeric materials in the construction industry has been accomplished with full compliance with the applicable health, safety, and environmental regulations

  7. NOVEL TSUNAMI BARRIERS AND THEIR APPLICATIONS FOR HYDROELECTRIC ENERGY STORAGE, FISH FARMING, AND FOR LAND RECLAMATION

    Directory of Open Access Journals (Sweden)

    Hans J. Scheel

    2014-10-01

    Full Text Available The tsunami hazard can be mitigated if the destructive waves generated from earthquakes and landslides can be reflected by a stable submerged vertical barrier before striking coastal communities or important structures. Building such deep walls by conventional submarine technology is difficult. The present study describes the principle and the erection of such submarine defensive walls by a relatively simple efficient and economic technology. This technology is based on lowering high- strength steel fences with horizontal anchors, or two parallel steel fences with distance holders, into the sea and fixing them with rocks deposited from top. Dredged material like gravel or sand can be used for additional filling. This Tsunami-Flooding Barrier (TFB extends a few meters above sea level and carries on top a concrete supply and service road protected on both sides against storm waves by concrete walls. Replaceable surge stoppers (parapets, wave return walls prevent overtopping and erosion of the seaward barrier face. The TFBs protect the coastline against tsunami and the highest storm waves from hurricanes, but also can provide protection from oil spills or other contaminations from the ocean and thus protect flora, fauna, coral reefs and beaches. Channels and gates allow navigation and can be closed quickly upon a tsunami or storm warning. The construction costs can be eventually compensated by using the reservoirs between coast and barriers for hydroelectric energy storage (using pump-turbines in the barriers or for fish-farming, or alternatively the reservoir can be filled with rocks, rubble, gravel, sand and covered with soil in order to reclaim new land. Tidal energy can be generated by installing turbines within these barriers. Also, this submarine architecture may be applied to protect pillars of bridges and offshore platforms, and for erecting “roads” into the sea to connect near-shore platforms and wind-parks with the coast and

  8. Measurements and Determinates of Entry Barriers of Chinese Construction Industry%我国建筑业进入壁垒度量及其影响因素研究

    Institute of Scientific and Technical Information of China (English)

    郝晓明; 郝生跃; 任旭

    2014-01-01

    建筑业产业形态与进入壁垒的高低有着直接的关系,为了充分阐释这一命题背后的因果关系,采用市场驱动力和累计进入率测算了我国建筑业的进入壁垒指数,结果发现我国建筑业进入较低,存在过度进入的问题。而造成这一问题的原因在于规模经济、必要资本量、绝对成本优势等影响因素未能对新进企业的进入造成障碍。同时从“结构-行为”的互动效应来看,进入壁垒低也导致了我国建筑业市场集中度低、盈利水平差、市场秩序恶化等现象。最后结合我国建筑业市场进入壁垒低的问题,对建筑行业、企业发展提出了相关管理启示。%There is a direct correlation between the industrial patterns and entry barriers of construction industry. In order to fully explain the causation behind this proposition,this paper measures the entry barriers of Chinese construction industry by using market drivers and entry rates.The result demonstrates that the entry barriers is low and there is “over-entry” in Chinese construction industry. The key reason is that scale economy,minimum capital requirement,advantage of absolute expenditure and other factors have little effect on the entering of new enterprises. Meanwhile low entry barriers also result in the low concentration,low profit margins and market order worsened. Finally,some suggestions for firms and the industry are proposed.

  9. Construction Discussion for the Large-span Prestressed Concrete Thin-wall U-shaped Aqueduct%大跨度预应力混凝土薄壁U型连续梁渡槽施工探讨

    Institute of Scientific and Technical Information of China (English)

    计孝龙

    2016-01-01

    结合云桂铁路横跨新哨站场连续梁薄壁 U 型渡槽(34+36+34)的施工经验,从渡槽支架系统、超长预应力的施工以及止水缝的施作来探讨此类大跨度连续梁渡槽的一些施工经验。%In this article,as the aspects of aqueduct support system,extra-long prestressed construction and the applying of sealed joint,we discussed some construction experience about these large-span continuous beam aqueducts.Some experi-ences were applied in the continuous beam thin-wall U-shaped aqueduct (34 +36 +34)of Nanning-Kunming High-speed Railway across the new whistle station.

  10. 南沙港HZ和AZ型组合钢板桩陆上施工技术%Construction technology of Steel Pile Wall Formed by HZ and AZ-section Steel Sheet Pile

    Institute of Scientific and Technical Information of China (English)

    古建波; 郭生强

    2011-01-01

    介绍了南沙港粮食及通用码头HZ和AZ型组合钢板桩施工技术,对施打钢板桩用的导向架,采用活动式限位装置、防扭曲装置加以改进,加强测量控制,提高了钢板桩施工质量.%In this paper,construction technology of steel pile wall formed by HZ and AZ-section steel sheet pile on land is introduced.By setting up the active spacing equipment and equipment provided against twist in steel guide frame for steel sheet pile driving,the error of HZ and AZ-section steel sheet pile driving meet construction specifications.

  11. Wonderful Walls

    Science.gov (United States)

    Greenman, Jim

    2006-01-01

    In this article, the author emphasizes the importance of "working" walls in children's programs. Children's programs need "working" walls (and ceilings and floors) which can be put to use for communication, display, storage, and activity space. The furnishings also work, or don't work, for the program in another sense: in aggregate, they serve as…

  12. Ambiguous walls

    DEFF Research Database (Denmark)

    Mody, Astrid

    2012-01-01

    of “ambiguous walls” as a more “critical” approach to design [1]. The concept of ambiguous walls refers to the diffuse status a lumious and possibly responsive wall will have. Instead of confining it can open up. Instead of having a static appearance, it becomes a context over time. Instead of being hard...

  13. 苏州河防汛墙建设中环境保护的研究和措施%Study and Measures of Environmental Protection in Construction of Suzhou River Flood Control Wall

    Institute of Scientific and Technical Information of China (English)

    陈峰; 徐世昌; 田利勇

    2009-01-01

    该文针对苏州河沿岸复杂的周边环境,在防汛墙建设中,对沿岸和过河管线、轨道交通、泵站排放口、跨河桥梁和周边邻近建筑物等多类建(构)筑物的特性和防汛墙的相对关系进行分析,分别采取相应的保护措施,通过实践证明,这些措施┅对周边环境起到了有效的保护作用,为工程的顺利实施提供了保障.苏州河防讯墙建设中对环境保护的经验也为今后同类工程提供了借鉴作用.%Based on the complicated environment along Suzhou River, the article analyzes the characteristics of the pipelines along and crossing the river, rail traffic, discharge oudet of pumping station, spanning-river bridge and surrounding buildings and structures, and relative relationship of flood control wall in the construction of flood control wall. And the relatively protective measures are taken separately. Through the practices, it is proved that these measures have the efficiently protective action for the surrounding environment, and provide the guarantee for smoothly implementing the projects. The experience of experience protection in the construction of the flood control wall of Suzhou River can also provide the reference for the similar projects in the future.

  14. Construction Technology of Large Area Fluorocarbon Coating for Exterior Wall in Plateau Area%高原地区外墙大面积氟碳漆施工技术

    Institute of Scientific and Technical Information of China (English)

    顾小锐; 张万维

    2012-01-01

    拉萨±400kV换流站是目前世界上海拔最高的换流站(海拔3819m),是国家电网公司的一号工程.根据该工程标准高、工期紧、任务重、高寒缺氧等特点,为保证装修工程装饰效果,外墙装饰确定采用氟碳漆施工.重点介绍了在拉萨换流站外墙大面积氟碳漆施工技术,包括施工工艺和要点,材料选用以及质量要求.结果表明,实体质量和外观质量符合规范要求.%The ±400kV converter in Lhasa is the highest altitude converter with 3 819 meters in the world currently, which is the No. 1 project of State Grid Corporation of China. According to strict construction requirements of the engineering and environment conditions, short construction time, large work quantity and thin oxygen at high altitudes with low temperature, the fluorocarbon coating is adopted in exterior wall decoration. The key points of large area of fluorocarbon coating construction technology are introduced including construction technology and points, material selection and quality demands. The results show that the entity quality and appearance quality meet standards.

  15. Construction of novel sensitive electrochemical sensor for electro-oxidation and determination of citalopram based on zinc oxide nanoparticles and multi-walled carbon nanotubes.

    Science.gov (United States)

    Ghaedi, Hamed; Afkhami, Abbas; Madrakian, Tayyebeh; Soltani-Felehgari, Farzaneh

    2016-02-01

    A new chemically modified carbon paste electrode (CMCPE) was applied to the simple, rapid, highly selective and sensitive determination of citalopram in human serum and pharmaceutical preparations using adsorptive square wave voltammetry (ASWV). The ZnO nanoparticles and multi-walled carbon nanotubes modified CPE (ZnO-MWCNT/CPE) electrode was prepared by incorporation of the ZnO nanoparticles and multi-walled carbon nanotubes (MWCNT) in carbon paste electrode. The limit of detection and the linear range were found to be 0.005 and 0.012 to 1.54μmolL(-1) of citalopram, respectively. The effects of potentially interfering substances on the determination of this compound were investigated and found that the electrode is highly selective. The proposed CMCPE was used to the determination of citalopram in human serum, urine and pharmaceutical samples. This reveals that ZnO-MWCNT/CPE shows excellent analytical performance for the determination of citalopram in terms of very low detection limit, high sensitivity, very good repeatability and reproducibility over other methods reported in the literature. PMID:26652440

  16. Reactive barrier system for nitrate removal from mine effluents in northern Sweden: Laboratory experiments

    Science.gov (United States)

    Herbert, Roger

    2010-05-01

    Laboratory column experiments have been conducted to determine nitrate removal rates from mine effluents by denitrification, with the purpose of providing initial data for the construction of a pilot scale reactive barrier system at the Malmberget iron mine, Sweden. Experiments were conducted at several different flow rates at 5C, 10C and room temperature; annual mean temperatures at the Malmberget site lie close to 0C. Columns were filled with an organic substrate consisting of sawdust mixed with sewage sludge, the source of denitrifying bacteria, supported by oven-dried clay pellets. Apparent denitrification rates, calculated from inflow and outflow nitrate concentrations and column hydraulic residence time, ranged from 5 to 13 mg N/L/d, with the lowest rates corresponding to the 5C experiments. These rates are, however, limited to a certain degree by the low flow rate and the supply of electrons acceptors (i.e. nitrate) to denitrifying bacteria. Results from the column experiment have been used to construct a barrier system in Malmberget, Sweden. Trial runs with the pilot-scale barrier will be conducted during 2010, with the purpose of determining the performance of the barrier as mean air temperatures increase from below to above 0C and saturated flow commences in the barrier. The barrier system is constructed as a rectangular container with steel sheet walls (9m length in flow direction, 1.5m deep), and the flow rate will be adjusted to a hydraulic residence time of 1 day. The pilot-scale barrier system currently lies above ground, but a permanent barrier system would be installed below the ground surface so that the system can be maintained at positive temperatures throughout the year.

  17. Rock Slope Stability Evaluation in a Steep-Walled Canyon: Application to Elevator Construction in the Yunlong River Valley, Enshi, China

    Science.gov (United States)

    Xiao, Lili; Chai, Bo; Yin, Kunlong

    2015-09-01

    A passenger elevator is to be built on a nearly vertical slope in the National Geological Park in Enshi, Hubei province, China. Three steps comprise the construction: excavating the slope toe for the elevator platform, building the elevator on the platform, and affixing the elevator to the slope using anchors. To evaluate the rock slope stability in the elevator area and the safety of the elevator construction, we applied three techniques: qualitative analysis, formula calculation, and numerical simulation methods, based on field investigation and parameter selection, and considering both wet and dry conditions, pre- and post-construction. Qualitative stability factors for sliding and falling were calculated using the limit equilibrium method; the results show that the slope as a whole is stable, with a few unstable blocks, notably block BT1. Formula-based stability factors were calculated for four sections on block BT1, revealing the following: anchors will decrease the stability of certain rock pieces; the lowest average stability factor after anchoring will be K f = 1.36 in wet conditions; block BT1 should be reinforced during elevator construction, up to a first-class slope stability factor of K f = 1.40; and the slope as a whole is stable. Numerical simulation using FLAC3D indicated that the stress distribution will reach equilibrium for all steps before and after construction, and that the factor of safety (FOS) is within the general slope safety range (FOS > 1.05). We suggest that unstable pieces in block BT1 be reinforced during construction to a first-class slope safety range (FOS > 1.3), and that deformation monitoring on the slope surface be implemented.

  18. Tourism Development: Issues for Historic Walled Towns

    OpenAIRE

    Tomi Brezovec; David Bruce

    2009-01-01

    This paper discusses issues in tourism development and visitor management in historic walled towns. Historic towns and walled towns in particular, attract tourists that enjoy the preserved medieval ambience, architecture and picturesque streets. Tourism has an impact on economic and social life as well as on the urban and natural environment. Walled towns and cities with their obvious barriers exemplify and crystallise issues, challenges, and opportunities critical to the development of touri...

  19. Flight distance of mosquitoes (Culicidae): A metadata analysis to support the management of barrier zones around rewetted and newly constructed wetlands

    NARCIS (Netherlands)

    Verdonschot, P.F.M.; Besse-Lototskaya, A.A.

    2014-01-01

    Society responds to changes in climate and land use via mitigation measures, including rainwater retention and storage in rewetted and newly constructed wetlands. Humans living close to these wetlands express concerns about future mosquito nuisance situations, and request the necessary distance betw

  20. Flight distance of mosquitoes (Culicidae): A metadata analysis to support the management of barrier zones around rewetted and newly constructed wetlands

    NARCIS (Netherlands)

    P.F.M. Verdonschot; A.A. Besse-Lototskaya

    2013-01-01

    Society responds to changes in climate and land use via mitigation measures, including rainwater retention and storage in rewetted and newly constructed wetlands. Humans living close to these wetlands express concerns about future mosquito nuisance situations, and request the necessary distance betw

  1. Prototype Hanford Surface Barrier: Design basis document

    International Nuclear Information System (INIS)

    The Hanford Site Surface Barrier Development Program (BDP) was organized in 1985 to develop the technology needed to provide a long-term surface barrier capability for the Hanford Site and other arid sites. This document provides the basis of the prototype barrier. Engineers and scientists have momentarily frozen evolving barrier designs and incorporated the latest findings from BDP tasks. The design and construction of the prototype barrier has required that all of the various components of the barrier be brought together into an integrated system. This integration is particularly important because some of the components of the protective barreir have been developed independently of other barreir components. This document serves as the baseline by which future modifications or other barrier designs can be compared. Also, this document contains the minutes of meeting convened during the definitive design process in which critical decisions affecting the prototype barrier's design were made and the construction drawings

  2. To detect anomalies in diaphragm walls

    NARCIS (Netherlands)

    Spruit, R.

    2015-01-01

    Diaphragm walls are potentially ideal retaining walls for deep excavations in densely built-up areas, as they cause no vibrations during their construction and provide structural elements with high strength and stiffness. In the recent past, however, several projects using diaphragm walls as soil an

  3. 建筑垃圾制备新型墙材的技术研究木%Use of the construction waste in new wall material

    Institute of Scientific and Technical Information of China (English)

    宋冬生; 曾兴华; 方春霖

    2012-01-01

    The recycled concrete aggregate and recycled brick aggregate are prepared from the construction waste. Through analyzing the fine aggregate (〈0.15 mm), a construction waste recycling program is obtained with the concrete preparation techniques, the weight ratio of construction waste accounts for more than 80 % of raw materials.%从混凝土建筑垃圾和红砖与石灰砂浆混合建筑垃圾中制备出了再生混凝土粗、细骨料,再生红砖粗、细骨料,分离出细粉料(〈0.15mm),并对其材性进行分析,结合混凝土制备技术,得出了建筑垃圾的资源化方案,其中建筑垃圾占原材料重量比例达80%以上。

  4. Solar Walls for concrete renovation

    DEFF Research Database (Denmark)

    Gramkow, Lotte; Vejen, Niels Kristian; Olsen, Lars;

    1996-01-01

    This repport gives a short presentation of three full-scale testing solar walls, the construction including the architectural design, materials and components, transportation and storage of solar enegy, the effect on the construction behind, statics and practical experience.The results of the mea...

  5. 外墙氟碳金属漆施工技术及质量控制%CONSTRUCTION TECHNIQUE AND QUALITY CONTROL OF FLUOROCARBON METALLIC PAINT ON EXTERNAL WALL

    Institute of Scientific and Technical Information of China (English)

    李福青; 殷丽; 杨灼

    2012-01-01

    Aluminium plastic plate -like fluorocarbon metallic paint is durable and resistant against corrosion, salt mist and acid rain, having high imitation of gusset plate. It could successfully reduce aluminium consumption and construction cost. The external wall of Beijing Guoxuan International Research and Development Center is decorated by using fluorocarbon metallic paint. During the construction, working processes are established to control the quality of raw materials and special measures for prevention of crack, bubbling and color difference are adopted to control the construction quality.%仿铝塑板氟碳金属漆耐腐蚀、盐雾、酸雨,使用期限长,仿扣板效果逼真,可避免铝材消耗,降低建设成本.北京国轩国际研发中心工程外墙采用氟碳金属漆装饰,施工中制定了操作工艺,对原材料质量,防裂缝、起泡、色差等采取针对性措施,控制了施工质量.

  6. Tilt-up construction

    OpenAIRE

    Crompton, Richard E.

    1992-01-01

    CIVINS Tilt-up construction is a special form of precast concrete construction. The technique is used for constructing buildings by prefabricating concrete wall sections (panels) in a horizontal position on either the building's floor slab or on a temporary casting slab. Once the wall sections have cured, they are tilted to a vertical position using a mobile crane, they are temporarily braced in their final upright position, and finally, they are tied into the building's roof and floor sys...

  7. Construction Technology of Anchor Support in Silo Wall of Large Underground Coal Storage%大型地下储煤槽仓仓壁锚杆支护施工方法

    Institute of Scientific and Technical Information of China (English)

    杨圣扩

    2012-01-01

    The silo wall in large underground coal storage is supported by anchor, which can assure stability of the anchored soil. This paper introduces in detail the characteristics of anchor support, technique principle, key operating points and quality control measures. The anchor support method is used in several projects. The application effect shows that the application of anchor in slope reinforcement can reduce soil excavation and discarding soil, decrease land use area, and so as to reduce damage to surrounding environment. The temporary anchor support surface of silo wall, also as permanent silo wall structure,can effectively shorten construction period, reduce project cost.%在大型地下储煤槽仓仓壁采用锚杆进行支护,能够保证被锚固土体的稳定.主要介绍了锚杆支护特点、工艺原理、操作要点和质量控制措施.该方法在多个项目成功应用,应用效果表明预应力锚杆在边坡加固中应用,有利于减少土方开挖和弃方量,减少用地面积,从而减少对周边环境的破坏.临时性仓壁支护锚杆面层与永久性结构仓壁合二为一,有效地缩短了施工工期,大大降低了工程投资.

  8. The role of geophysical ERT method to evaluate the leakproofness of diapragm wall of deep foundation trenches on the example of the construction of retail and office complex in Lublin, Poland

    Directory of Open Access Journals (Sweden)

    Pacanowski Grzegorz

    2014-12-01

    Full Text Available This paper addresses the problem of assessing the leakproofness of the bottom of a deep foundation trench, secured by cavity wall, using geophysical methods of electrical resistivity tomography. The study was conducted on a large construction project in Lublin, in a place where there are complicated soil-water conditions: the groundwater level is above the proposed depth of foundation trench, the subsoil is heterogeneous, and there are karsted and weathered carbonate sediments with confined aquifer below the bottom of the trench. A hydraulic fracture occurred at the bottom of the trench during the engineering works, which caused the water flow into the trench. In order to recognize the soil-water conditions the first stage of geophysical measurements of electrical resistivity tomography (ERT was made. The applied methodology allowed to determine the extent of the hydraulic fracture zone within the bottom of foundation trench. In order to assess the leakproofness of Diaphragm Wall the geophysical ERT measurements were repeated (stage 2 A clear reduction in the value of the electrical resistivity of soils in the area of hydraulic fracture was caused by clay injection. The results of ERT measurements are discussed and graphically presented.

  9. Scalable Resolution Display Walls

    KAUST Repository

    Leigh, Jason

    2013-01-01

    This article will describe the progress since 2000 on research and development in 2-D and 3-D scalable resolution display walls that are built from tiling individual lower resolution flat panel displays. The article will describe approaches and trends in display hardware construction, middleware architecture, and user-interaction design. The article will also highlight examples of use cases and the benefits the technology has brought to their respective disciplines. © 1963-2012 IEEE.

  10. CELL-WALL GROWTH AND PROTEIN SECRETION IN FUNGI

    NARCIS (Netherlands)

    SIETSMA, JH; WOSTEN, HAB; WESSELS, JGH

    1995-01-01

    Secretion of proteins is a vital process in fungi. Because hyphal walls form a diffusion barrier for proteins, a mechanism different from diffusion probably exist to transport proteins across the wall. In Schizophyllum commune, evidence has been obtained for synthesis at the hyphal apex of wall comp

  11. Cultivating Diversity and Competency in STEM: Challenges and Remedies for Removing Virtual Barriers to Constructing Diverse Higher Education Communities of Success.

    Science.gov (United States)

    Whittaker, Joseph A; Montgomery, Beronda L

    2012-01-01

    The need to increase the number of college graduates in Science, Technology, Engineering, and Mathematics (STEM) disciplines is a national issue. As the demographics of the United States' population grow increasingly more diverse, the recognition that students of color are disproportionately under-represented among those individuals successful at completing STEM degrees requires exigent and sustained intervention. Although a range of efforts and funding have been committed to increasing the success of under-represented minority (URM) students at primarily white, or majority, institutions, widespread progress has been slow. Simultaneously, Historically Black Colleges and Universities and Minority Serving Institutions have demonstrated disproportionate successes in graduating URM students with STEM degrees and those that proceed to completing graduate-level degrees in the sciences. The differential successes of particular institutions with promoting the achievement of diverse individuals in obtaining academic STEM degrees suggest that with committed and strategic leadership, advancements in creating academic communities that promote the success of a diverse range of students in STEM can be achieved in part through assessing and mitigating environmental barriers that impede success at majority institutions. In this paper, we address issues related to the engagement of URM students in majority settings and describe some efforts that have shown success for promoting diversity in STEM and highlight continuing issues and factors associated with cultivating diversity in academic STEM disciplines at majority institutions. Recommended efforts include addressing academic assistance, professional and cultural socialization issues and institutional environmental factors that are associated with success or lack thereof for URMs in STEM. PMID:23493445

  12. 泥浆净化器在地下连续墙施工中的应用探讨%Application of Slurry Puriifer in Underground Diaphragm Wall Construction

    Institute of Scientific and Technical Information of China (English)

    丁苹

    2014-01-01

    原始的地下连续墙槽清槽工艺,采用反循环清槽法,该方法是将泥浆抽入沉淀池,经过3级沉淀,析出废渣,并用合格泥浆补入槽中,该方法清槽速度慢,效率低,成本高。文章结合黑旋风Z X-200型泥浆净化器在深圳地铁7号线珠光站地下连续墙槽清槽施工中的应用,实际测试分析了泥浆净化器的清槽效果,结果表明,黑旋风Z X-200型泥浆净化器清槽效率高,是一种经济、有效的施工设备。%The original groove cleaning technology for underground diaphragm wall used reverse circulation cleaning groove method, slurry was pumped into the settling ponds, and after three levels of precipitation, drogs was separate out, and the qualiifed slurry was sent back to the groove. However the old groove cleaning method was slow in speed, low efifciency and high cost. The paper takes the applications of Black Whirlwind ZX-200-type slurry purifier into consideration in underground diaphragm wall groove clearing construction for Shenzhen metro line 7 Zhuguang station. The site test analyzes the cleaning effect of slurry groove cleaner, and the results show that Black Whirlwind ZX-200 slurry groove purifiers have high cleaning efficiency, is an economical and efifcient construction device.

  13. Numerical Analysis on Construction Stability of Tunnel Crossing Underneath Existing Retaining Wall of Express Highway%隧道下穿高速公路既有挡墙施工稳定性数值分析

    Institute of Scientific and Technical Information of China (English)

    刘向远

    2014-01-01

    Taking the construction of Xiamaixi Tunnel in Guiyang City Rail Transit No .1 Line crossing underneath the ring express highway for example and by using the elastic-plastic theory ,Mohr-Coulomb criteria and Mids-Gts software , the internal force of tunnel lining and the stress ,deformation and plastic area of surrounding rock during the construction were calculated and analyzed systematiclly and numerically ,and the differences between them under different supporting were compared .The results suggest that when the distance of the tunnel working face is 20 meters to the retaining wall , the supporting measures should be taken on ,especially the measures should be taken on for reinforcing the bottom as well as the southeast corner and southwest corner of the retaining wall .%以贵阳市轨道交通1号线下麦西隧道施工下穿环城高速公路交通涵出口挡土墙为例,采用弹塑性理论、摩尔库仑准则,利用 Midas Gts 软件系统数值分析施工过程中隧道衬砌内力和围岩的应力、变形和塑性区,对比不同支护形式时隧道衬砌内力、围岩塑性区等的差异。计算结果表明:在隧道开挖过程中,当隧道开挖到距离挡土墙位置20 m 时就应该对挡土墙采取支护措施,特别应加强挡墙的底部,东南角,西南角的加固措施。

  14. 泥浆净化器在地下连续墙施工中的应用探讨%Application of Slurry Puriifer in Underground Diaphragm Wall Construction

    Institute of Scientific and Technical Information of China (English)

    丁苹

    2014-01-01

    The original groove cleaning technology for underground diaphragm wall used reverse circulation cleaning groove method, slurry was pumped into the settling ponds, and after three levels of precipitation, drogs was separate out, and the qualiifed slurry was sent back to the groove. However the old groove cleaning method was slow in speed, low efifciency and high cost. The paper takes the applications of Black Whirlwind ZX-200-type slurry purifier into consideration in underground diaphragm wall groove clearing construction for Shenzhen metro line 7 Zhuguang station. The site test analyzes the cleaning effect of slurry groove cleaner, and the results show that Black Whirlwind ZX-200 slurry groove purifiers have high cleaning efficiency, is an economical and efifcient construction device.%原始的地下连续墙槽清槽工艺,采用反循环清槽法,该方法是将泥浆抽入沉淀池,经过3级沉淀,析出废渣,并用合格泥浆补入槽中,该方法清槽速度慢,效率低,成本高。文章结合黑旋风Z X-200型泥浆净化器在深圳地铁7号线珠光站地下连续墙槽清槽施工中的应用,实际测试分析了泥浆净化器的清槽效果,结果表明,黑旋风Z X-200型泥浆净化器清槽效率高,是一种经济、有效的施工设备。

  15. Nanostructuring effect of multi-walled carbon nanotubes on electrochemical properties of carbon foam as constructive electrode for lead acid battery

    Science.gov (United States)

    Kumar, Rajeev; Kumari, Saroj; Mathur, Rakesh B.; Dhakate, Sanjay R.

    2015-01-01

    In the present study, nanostructuring effect of multi-walled carbon nanotubes (MWCNTs) on electrochemical properties of coal tar pitch (CTP) based carbon foam (CFoam) was investigated. The different weight fractions of MWCNTs were mixed with CTP and foam was developed from the mixture of CTP and MWCNTs by sacrificial template technique and heat treated at 1,400 and 2,500 °C in inert atmosphere. These foams were characterized by scanning electron microscopy, X-ray diffraction, and potentiostat PARSTAT for cyclic voltammetry. It was observed that, bulk density of CFoam increases with increasing MWCNTs content and decreases after certain amount. The MWCNTs influence the morphology of CFoam and increase the width of ligaments as well as surface area. During the heat treatment, stresses exerting at MWCNTs/carbon interface accelerate ordering of the graphene layer which have positive effect on the electrochemical properties of CFoam. The current density increases from 475 to 675 mA/cm2 of 1,400 °C heat treated and 95 to 210 mA/cm2 of 2,500 °C heat-treated CFoam with 1 wt% MWCNTs. The specific capacitance was decreases with increasing the scan rate from 100 to 1,000 mV/s. In case of 1 % MWCNTs content CFoam the specific capacitance at the scan rate 100 mV/s was increased from 850 to 1,250 μF/cm2 and 48 to 340 μF/cm2 of CFoam heat treated at 1,400 °C and 2,500 °C respectively. Thus, the higher value surface area and current density of MWCNTs-incorporated CFoam heat treated to 1,400 °C can be suitable for lead acid battery electrode with improved charging capability.

  16. Collapse Repairing Construction of Retaining-wall in Dazhi River%大治河整治工程挡墙坍塌修复施工方法分析

    Institute of Scientific and Technical Information of China (English)

    张峰

    2013-01-01

    Retaining wall reinforcement engineering in watercourse is very common in various regions in China .Dazhi River regulation project is north-south located in the intersection of Xinjie and Kanshan , Xiaoshan District, with 7m wide road on the both sides , crossed with Sanyi Road and Beitang River , along with dense villages and busy transportation .The collapse of the river retaining wall seriously affected the daily traffic and life , asking for scientific and precise construction .The re-pairing plan is mainly focused on in this paper based on special terrain and compact schedule , including woven bag earth cofferdam, filling block retaining-wall, gravity and timber-pile foundation treatment , and C20 concrete baseboard construc-tion, offering certain reference to the similar water conservancy reinforcement project .%大治河整治工程位于杭州市萧山区新街镇与坎山镇交叉口,河道南北朝向,东西两侧各为7m宽的村级道路,与三益线公路、北塘河相交,附近村庄密集,水陆交通繁忙;河道挡墙坍塌后,严重影响到日常交通和生活,对其施工方法更力求科学精密。针对该工程较为特殊的地形环境以及紧凑的工期进度,编织袋土围堰、灌砌块石阶梯挡墙施工、重力式挡墙基础处理、松木桩打设、C20混凝土钢筋混凝土底板施工、重力式挡墙等挡墙坍塌修复施工方法,效果良好。对类似的农田水利加固项目有一定的借鉴作用。

  17. Metals attenuation in minerally-enhanced slurry walls

    Energy Technology Data Exchange (ETDEWEB)

    Evans, J.C.; Prince, M.J. [Bucknell Univ., Lewisburg, PA (United States); Adams, T.L. [Woodward-Clyde Consultants, Blue Bell, PA (United States)

    1997-12-31

    In current practice, a soil-bentonite slurry trench cutoff wall is a mixture of water, soil, and bentonite that is designed to serve as a passive barrier to ground water and contaminant transport. This study evaluated the transformation of a passive slurry trench cutoff wall barrier to an active barrier system. Conventional soil-bentonite vertical barriers presently serve as passive barriers to contaminated ground water. An active barrier will not only fulfill the functions of the present passive barrier system, but also retard contaminant transport by adsorptive processes. Attapulgite, Na-chabazite, and Ca-chabazite were added to {open_quotes}activate{close_quotes} the conventional soil-bentonite backfill. Batch extraction tests were performed to determine the partitioning coefficients of cadmium and zinc between the liquid and solid phase when in contact with the backfill mixes. Batch extraction and mathematical modeling results demonstrate the ability of an active barrier to retard the transport of cadmium and zinc. The reactivity of the soil-bentonite vertical barrier depends heavily on the inorganic being adsorbed. The reactivity of the barrier also depends on the adsorptive capabilities of the clay minerals added to the conventional soil-bentonite vertical barrier. The results of laboratory studies suggest that passive barrier systems can be transformed to active systems. Further, the data suggests that although conventional soil-bentonite vertical barriers are presently designed as passive barriers, they already have adsorptive capacity associated with active barriers.

  18. Plant cell wall dynamics and wall-related susceptibility in plant–pathogen interactions

    OpenAIRE

    Bellincampi, Daniela; Cervone, Felice; Lionetti, Vincenzo

    2014-01-01

    The cell wall is a dynamic structure that often determines the outcome of the interactions between plants and pathogens. It is a barrier that pathogens need to breach to colonize the plant tissue. While fungal necrotrophs extensively destroy the integrity of the cell wall through the combined action of degrading enzymes, biotrophic fungi require a more localized and controlled degradation of the cell wall in order to keep the host cells alive and utilize their feeding structures. Also bacteri...

  19. Plant cell wall dynamics and wall-related susceptibility in plant-pathogen interactions

    OpenAIRE

    Daniela eBellincampi; Felice eCervone; Vincenzo eLionetti

    2014-01-01

    The cell wall is a dynamic structure that often determines the outcome of the interactions between plants and pathogens. It is a barrier that pathogens need to breach to colonize the plant tissue. While fungal necrotrophs extensively destroy the integrity of the cell wall through the combined action of degrading enzymes, biotrophic fungi require a more localized and controlled degradation of the cell wall in order to keep the host cells alive and utilize their feeding structures. Also bacteri...

  20. Design and Construction Key Points of Stainless Steel Plate Curtain Wall%不锈钢板幕墙设计及施工要点

    Institute of Scientific and Technical Information of China (English)

    孟根宝力高; 王晓明

    2015-01-01

    New technology,new material and new utility of traditional materials provide new means for architectural design diversification and individualization. As a kind of cladding materials,stainless steel panel has a long history in construction and has been developed into various forms. However,as its high non-recurring cost,processing difficulty and high light reflectivity,stainless steel panel is rarely applied to large area facade of highrise,but adopted as a decoration part on podium. While the increasing cost performance and progressing application technology contribute to more and more utility of stainless steel in façade as recycled materials. In this article,combined with the basic research of stainless steel and the application cases of the World Expo theme pavilion and Shenzhen Ping’an Tower,made a characteristic comparison among different forms of stainless steel panels,and discussed the related technical key points of commonly used stainless steel facade design and construction,hoped to introduce instructive idea for others to make up with more valuable options in stainless steel façade and similar facade design.%新技术、新材料和传统材料的新用都为建筑设计多样化、个性化表达提供了新手段。不锈钢板作为外立面装饰材料历史久远,品种也较多。但由于其一次性成本较高、加工工艺要求高、光反射率高,一般在建筑低层等部位做点缀用。不锈钢为可循环使用材料,其性价比的提高,以及幕墙技术的进步,使不锈钢板在建筑外立面的应用得到不断推广。本文结合不锈钢板材基础研究与世博主题馆、深圳平安大厦等应用案例,对比不同形式不锈钢特点,探讨不锈钢板幕墙设计、施工相关技术要点,为不锈钢板及类似幕墙设计提供启发。

  1. Discussion on the Construction Technology of Variable Cross-section Hollow Thin-walled Pier%浅谈变截面空心薄壁方墩施工技术

    Institute of Scientific and Technical Information of China (English)

    陈显福

    2014-01-01

    Variable cross-section hol ow thin-walled pier has the obvious superiority and good economy, and can use less material to obtain larger sectional resistance moment which is often used by mountain bridge engineering. Taking the Yujiagou1# bridge as the example, this article introduces the construction technology of variable cross-section hol ow thin-wal ed pier, and provides reference for similar engineering construction.%变截面空心薄壁方墩具有明显的优越性和较好的经济性,可以用较少的材料获取较大的截面抵抗矩,这种技术常常被山区、深沟建桥的工程所采用。本文以余家沟1号大桥为例,介绍了变截面空心薄壁方墩施工技术,可为类似工程施工提供借鉴。

  2. Construction Technology of Diaphragm Wall at Stonecutters Island Sewage Treatment Works of Hong Kong%香港昂船洲污水处理厂地下连续墙施工技术

    Institute of Scientific and Technical Information of China (English)

    戴兵; 祝强

    2011-01-01

    The HATS Stage 2A project mainly includes building main pumping station with inner diameter of 55m and depth of 40m in Stonecutters Island Sewage Treatment Works and building a line of interconnection tunnel with diameter of 4m, depth of 30m and length of 260m which links the new main pumping station and the existing pumping station.The diaphragm wall is about 60m in depth.Because the Stonecutters Island is formed by reclamation and the depth of the back fill layer is about 20m, so the geological condition is very complex.During construction of diaphragm wall, some advanced equipments such as hydraulic bucket, heavy hammer and hydraulic double wheel trench cutter are used to overcome the slot difficulty.During excavation, the slot has serious deviation from its correct location, then backfilled with soil and is excavated again, which attains good effect.The authors mainly introduce construction technology and the key construction points.%昂船洲污水处理厂二期工程主要包括:在昂船洲污水处理厂兴建内径55m、深逾40m的主泵房,以及建造直径4m、深约30m、长约260m的连接管道,连接新主泵房和现有泵房.工程地下连续墙深达60m,由于昂船洲是由10多年前填海而成,地层回填物达20m,且存在多年前的海岩等,地层情况比较复杂.施工中采用了液压抓斗、重锤以及液压双轮铣等先进设备配合,克服了成槽的困难.成槽过程中,曾遇到偏斜严重的情况,后经回填,重新开挖,取得了良好的效果.主要介绍施工工艺及其要点.

  3. CLIMBING WALL

    CERN Multimedia

    1999-01-01

    The FIRE AND RESCUE Group of TIS Commission informs that the climbing wall in the yard of the Fire-fighters Station, is intended for the sole use of the members of that service, and recalls that access to this installation is forbidden for safety reasons to all persons not belonging to the Service.CERN accepts no liability for damage or injury suffered as a result of failure to comply with this interdiction.TIS/DI

  4. Assessment of the risk of drowning at low-head dams used as sea lamprey barriers in Ontario[Includes the CSCE forum on professional practice and career development : 1. international engineering mechanics and materials specialty conference : 1. international/3. coastal, estuarine and offshore engineering specialty conference : 2. international/8. construction specialty conference

    Energy Technology Data Exchange (ETDEWEB)

    Mazurek, K.A.; Thomson, J.; Amos, M. [Saskatchewan Univ., Saskatoon, SK (Canada). Dept. of Civil and Geological Engineering; Hallett, A. [A. Hallett, Sault Ste. Marie, ON (Canada); Aktar, A. [Indian Inst. of Technology, Kanpur (India). Dept. of Civil Engineering; Katopodis, C. [Fisheries and Oceans Canada, Winnipeg, MB (Canada). Freshwater Inst.

    2009-07-01

    In 2003, there were 54 fixed-crest lamprey barriers used in the Great Lakes region, with more construction planned. Although the barriers are relatively small structures of about 1-2 m in height, they present a drowning hazard. On the downstream side of the structure, a submerged hydraulic jump creates a strong vortex flow that even an experienced swimmer cannot escape. This study developed a method to assess the risk of hazardous flows at the barrier sites to enable dam owners to decide whether or not mitigative measures need to be undertaken at their sites. This hazard assessment was demonstrated for 2 existing lamprey barriers in Ontario, namely the Duffins Creek Barrier at Ajax and the Little Otter Creek Barrier near Straffordville. However, the work can be applied to the dam safety assessment and the development of potential mitigative strategies for drowning at other low-head dams and weirs. A flow-duration curves was developed for each site in order to determine the risk of having a drowning hazard at the barrier sites. In the flow-duration analysis, the percentage time, or probability, that a given flow rate was equalled or exceeded was calculated directly from observations of the average daily discharge in the channel. 18 refs., 1 tab., 7 figs.

  5. Summary report on close-coupled subsurface barrier technology: Initial field trials to full-scale demonstration

    International Nuclear Information System (INIS)

    The primary objective of this project was to develop and demonstrate the installation and measure the performance of a close-coupled barrier for the containment of subsurface waste or contaminant migration. A close-coupled barrier is produced by first installing a conventional, low-cost, cement-grout containment barrier followed by a thin lining of a polymer grout. The resultant barrier is a cement-polymer composite that has economic benefits derived from the cement and performance benefits from the durable and resistant polymer layer. The technology has matured from a regulatory investigation of the issues concerning the use of polymers to laboratory compatibility and performance measurements of various polymer systems to a pilot-scale, single column injection at Sandia to full-scale demonstration. The feasibility of the close-coupled barrier concept was proven in a full-scale cold demonstration at Hanford, Washington and then moved to the final stage with a full-scale demonstration at an actual remediation site at Brookhaven National Laboratory (BNL). At the Hanford demonstration the composite barrier was emplaced around and beneath a 20,000 liter tank. The secondary cement layer was constructed using conventional jet grouting techniques. Drilling was completed at a 45 degree angle to the ground, forming a cone-shaped barrier. The primary barrier was placed by panel jet-grouting with a dual-wall drill stem using a two part polymer grout. The polymer chosen was a high molecular weight acrylic. At the BNL demonstration a V-trough barrier was installed using a conventional cement grout for the secondary layer and an acrylic-gel polymer for the primary layer. Construction techniques were identical to the Hanford installation. This report summarizes the technology development from pilot- to full-scale demonstrations and presents some of the performance and quality achievements attained

  6. Summary report on close-coupled subsurface barrier technology: Initial field trials to full-scale demonstration

    Energy Technology Data Exchange (ETDEWEB)

    Heiser, J.H. [Brookhaven National Lab., Upton, NY (United States). Environmental and Waste Technology Center; Dwyer, B. [Sandia National Lab., Albuquerque, NM (United States)

    1997-09-01

    The primary objective of this project was to develop and demonstrate the installation and measure the performance of a close-coupled barrier for the containment of subsurface waste or contaminant migration. A close-coupled barrier is produced by first installing a conventional, low-cost, cement-grout containment barrier followed by a thin lining of a polymer grout. The resultant barrier is a cement-polymer composite that has economic benefits derived from the cement and performance benefits from the durable and resistant polymer layer. The technology has matured from a regulatory investigation of the issues concerning the use of polymers to laboratory compatibility and performance measurements of various polymer systems to a pilot-scale, single column injection at Sandia to full-scale demonstration. The feasibility of the close-coupled barrier concept was proven in a full-scale cold demonstration at Hanford, Washington and then moved to the final stage with a full-scale demonstration at an actual remediation site at Brookhaven National Laboratory (BNL). At the Hanford demonstration the composite barrier was emplaced around and beneath a 20,000 liter tank. The secondary cement layer was constructed using conventional jet grouting techniques. Drilling was completed at a 45{degree} angle to the ground, forming a cone-shaped barrier. The primary barrier was placed by panel jet-grouting with a dual-wall drill stem using a two part polymer grout. The polymer chosen was a high molecular weight acrylic. At the BNL demonstration a V-trough barrier was installed using a conventional cement grout for the secondary layer and an acrylic-gel polymer for the primary layer. Construction techniques were identical to the Hanford installation. This report summarizes the technology development from pilot- to full-scale demonstrations and presents some of the performance and quality achievements attained.

  7. Waterproofing with polymeric geo synthetic barriers (GBR-P) in the manual for the design, construction, management and maintenance of reservoirs; La impermeabilizacion con barreras geosinteticas polimericas (GBR-P) en el manual para el diseno, construccion, explotacion y mantenimiento de balsas

    Energy Technology Data Exchange (ETDEWEB)

    Blanco, M.; Cea, J. C.; Garcia, F.; Sanchez, F. J.; Castillo, F.; Mora, J.; Crespo, M. A.

    2010-07-01

    This article presents a part of Manual for the Design, Construction, Management and Maintenance of Reservoirs relative to waterproofing with Polymeric Geo synthetic Barriers (GBR-P). the nature materials of geo membranes is studied also theirs characteristics and specifications. (Author) 26 refs.

  8. Skyrmions from Instantons inside Domain Walls

    CERN Document Server

    Eto, M; Ohashi, K; Tong, D; Eto, Minoru; Nitta, Muneto; Ohashi, Keisuke; Tong, David

    2005-01-01

    Some years ago, Atiyah and Manton described a method to construct approximate Skyrmion solutions from Yang-Mills instantons. Here we present a dynamical realization of this construction using domain walls in a five-dimensional gauge theory. The non-abelian gauge symmetry is broken in each vacuum but restored in the core of the domain wall, allowing instantons to nestle inside the wall. We show that the worldvolume dynamics of the wall is given by the Skyrme model, including the four-derivative term, and the instantons appear as Skyrmions.

  9. Delays in nuclear power plant construction. Volume I. Final report

    International Nuclear Information System (INIS)

    The report identifies barriers to shortening nuclear power plant construction schedules and recommends research efforts which should minimize or eliminate the identified barriers. The identified barriers include: (1) Design and Construction Interfacing Problems; (2) Problems Relating to the Selection and Use of Permanent Materials and Construction Methods; (3) Construction Coordination and Communication Problems; and (4) Problems Associated with Manpower Availability and Productivity

  10. Delays in nuclear power plant construction. Volume II. Final report

    Energy Technology Data Exchange (ETDEWEB)

    Mason, G.E.; Larew, R.E.; Borcherding, J.D.; Okes, S.R. Jr.; Rad, P.F.

    1977-12-14

    The report identifies barriers to shortening nuclear power plant construction schedules and recommends research efforts which should minimize or eliminate the identified barriers. The identified barriers include (1) Design and Construction Interfacing Problems; (2) Problems Relating to the Selection and Use of Permanent Materials and Construction Methods; (3) Construction Coordination and Communication Problems; and (4) Problems Associated with Manpower Availability and Productivity.

  11. Delays in nuclear power plant construction. Volume II. Final report

    International Nuclear Information System (INIS)

    The report identifies barriers to shortening nuclear power plant construction schedules and recommends research efforts which should minimize or eliminate the identified barriers. The identified barriers include (1) Design and Construction Interfacing Problems; (2) Problems Relating to the Selection and Use of Permanent Materials and Construction Methods; (3) Construction Coordination and Communication Problems; and (4) Problems Associated with Manpower Availability and Productivity

  12. Mitigation of Traffic-Induced Ground Vibration by Inclined Wave Barriers

    DEFF Research Database (Denmark)

    Andersen, Lars; Augustesen, Anders Hust

    2009-01-01

    capabilities of an open trench, lined by sheet pile walls, are compared to those of a barrier with the original soil between the walls or a trench closed by a lid at the top. To this purpose, a three-dimensional boundary-element/finite-element model has been developed, based on a formulation in a moving frame......Double sheet pile walls can be used as wave barriers in order to mitigate ground vibrations from railways. The present analysis concerns the efficiency of such barriers, especially with regard to the influence of the barrier inclination and the backfill between the walls. Thus, the screening...

  13. Moisture Performance of Energy-Efficient and Conventional Wood-Frame Wall Assemblies in a Mixed-Humid Climate

    Directory of Open Access Journals (Sweden)

    Samuel V. Glass

    2015-07-01

    Full Text Available Long-term moisture performance is a critical consideration for design and construction of building envelopes in energy-efficient buildings, yet field measurements of moisture characteristics for highly insulated wood-frame walls in mixed-humid climates are lacking. Temperature, relative humidity, and moisture content of wood framing and oriented strand board (OSB structural panel sheathing were measured over a period from mid-November 2011 through March 2013 in both north- and south-facing orientations in test structures near Washington, DC, USA. Wall configurations varied in exterior cladding, water-resistive barrier, level of cavity insulation, presence of exterior continuous insulation, and interior vapor retarder. The combination of high interior humidity and high vapor permeance of painted gypsum board led to significant moisture accumulation in OSB sheathing during winter in walls without a vapor retarder. In contrast, wintertime moisture accumulation was not significant with an interior kraft vapor retarder. Extruded polystyrene exterior insulation had a predictable effect on wall cavity temperature but a marginal impact on OSB moisture content in walls with vinyl siding and interior kraft vapor retarder. Hygrothermal simulations approximately captured the timing of seasonal changes in OSB moisture content, differences between north- and south-facing walls, and differences between walls with and without an interior kraft vapor retarder.

  14. Construction and analysis of subtractive cDNA library of recovery body wall in sea cucumber Apostichopus japonicus%仿刺参体壁创伤修复消减文库的构建与分析

    Institute of Scientific and Technical Information of China (English)

    秦艳杰; 李霞; 张慧敏; 王雪

    2013-01-01

    应用抑制性消减杂交技术(SSH),构建了仿刺参Apostichopus japonicus(体质量为65 ~90 g)正常体壁及创伤修复(24、48、72、96、120 h后)体壁的消减cDNA文库,利用PCR和斑点杂交技术对文库进行筛选,随机挑取的768个克隆中发现292个阳性克隆,对其中信号强度较强的224个阳性克隆进行测序,得到208个有效EST序列.经BlastX工具对获得的EST与GenBank数据库进行比对分析,结果有171个EST序列与数据库中的基因同源(e≤0.001,相似性>40%),其中153个为未知基因,18个为已知功能或已命名基因,包括在创伤及修复的体壁中上调表达的β微管蛋白、微管蛋白α-1链、肌动蛋白、肌动蛋白ike 7B类似物、细胞色素c氧化酶亚基Ⅰ、tRNA假尿苷合成酶A、GTP酶、细胞分裂周期2类似蛋白、有丝分裂原活化蛋白激酶、homeobox蛋白、延伸因子1A、核糖体蛋白L30、核糖体蛋白L17、60S酸性核糖体蛋白PO、26S蛋白酶调节亚基、泛素特异性肽酶24、大肠癌血清抗原3、清道夫受体蛋白12等.本研究结果可为探讨刺参体壁再生过程和分子机理,以及筛选刺参体壁创伤修复过程中相关功能基因的研究提供基础依据.%A subtracted cDNA library of sea cucumber Apostichopus japonicus(body weight 65-90 g) was constructed by suppression subtractive hybridization technology (SSH) to screen EST associated with recovery body wall.The cDNA library of the test group has been constructed by the mRNA of the body walls 24,48,72,96 and 120h after the operation,and those with no operation as the control group.Differential EST from the subtracted cDNA library have been identified by both PCR technology and dot blot hybridization.Two hundred and ninety-two positive clones were observed from total 768 clones,and 224 positive ones were sequenced.Two hundred and eight EST were found and analyzed by BlastX tool in GenBank database,in which 171 EST were homologous with sequences

  15. Efficiency assessment of vertical barriers on the basis of flow and transport numerical modeling

    Science.gov (United States)

    Koda, Eugeniusz; Kołanka, Tomasz; Osiński, Piotr

    2012-10-01

    The construction of cut-off walls is a common solution applied in such disciplines as land reclamation and landfill containment. Most commonly the construction of vertical barriers is based on cut-off wall mono or diphase technology with the use of bentonite-cement mixture as a filling material. The content of the paper is focused on groundwater flow and transport numerical modeling conducted on landfill areas where vertical bentonite barriers were constructed. The modeling process was conducted with the use of FEMWATER software which employs analysis based on finite element method. There are two examples of the software application presented in the paper which concern such case studies, i.e., reclamation of Radiowo and Łubna landfill sites. These examples are provided to prove that the appropriate investigation of ground conditions as well as definition of initial and boundary conditions and correct selection of material parameters to be fed into the software, are crucial for the overall modeling process. Moreover, the comparison of results obtained from the numerical modeling and the groundwater monitoring on site is presented for one of the case studies.

  16. Life cycle assessment and product category rules for the construction sector. The floor and wall tiles sector case study; Analisis de ciclo de vida y reglas de categoria de producto en la construccion. El caso de las baldosas ceramicas

    Energy Technology Data Exchange (ETDEWEB)

    Benveniste, G.; Gazulla, C.; Fullana, P.; Celades, I.; Ros, T.; Zaera, V.; Godes, B.

    2011-07-01

    This paper illustrates the Life Cycle Analysis (LCA) activities performed during the preparation of the Spanish Product Category Rules (PCR) relative to the construction sector. Specifically, the study presents the results obtained from the life cycle analysis of the floor and wall tile sector, which served as the basis for the drafting of the PCR required for the definition of Environmental Product Declarations (EPD). More than 50 Spanish companies in the ceramic tile sector participated in the study, providing inventory data on the manufacture of their products. Additionally, bibliographic information and the GaBi 4 software database by PE International were used to complete background and generic data, such as those related to energy and transportation processes. EPDs are voluntary declarations based on LCA studies that permit the disclosure and dissemination of environmental information quantified over the life cycle of a product. The definition of PCRs for ceramic tiles was performed in accordance to the UNE EN ISO 14025 and ISO 21930 standards and they have been submitted to industries and professional association public consultations. PCRs have been developed in the context of the DAPc program (promoted by the Catalan Government and CAATEEB) and represents the first eco labelling activity for building products in Spain. (Author) 18 refs.

  17. Diaphragm walling for Sizewell B sets records

    International Nuclear Information System (INIS)

    The first phase of construction of the Sizewell-B nuclear reactor has been completed. This was the building of a diaphragm wall around the site. It is one of the largest and deepest diaphragm walls to be installed in Europe. The site can be pumped dry of groundwater and the foundations constructed in the dry. The specifications of the wall and its construction, using two Hydrofraise excavation rigs, are described. The excavated material is brought up as a slurry and the (bentonite) slurry is cleaned and desanded. Most of the wall has been formed using a plastic concrete but reinforced concrete has been used for some stretches. The diaphragm wall, which is 1258m long and 55m deep on average, was built in 19 weeks. (U.K.)

  18. Overlap/Domain-wall reweighting

    CERN Document Server

    Fukaya, H; Cossu, G; Hashimoto, S; Kaneko, T; Noaki, J

    2013-01-01

    We investigate the eigenvalues of nearly chiral lattice Dirac operators constructed with five-dimensional implementations. Allowing small violation of the Ginsparg-Wilson relation, the HMC simulation is made much faster while the eigenvalues are not significantly affected. We discuss the possibility of reweighting the gauge configurations generated with domain-wall fermions to those of exactly chiral lattice fermions.

  19. Risk Assessment of Energy-Efficient Walls

    Energy Technology Data Exchange (ETDEWEB)

    Pallin, Simon B. [Oak Ridge National Lab. (ORNL), Oak Ridge, TN (United States); Hun, Diana E. [Oak Ridge National Lab. (ORNL), Oak Ridge, TN (United States); Jackson, Roderick K. [Oak Ridge National Lab. (ORNL), Oak Ridge, TN (United States); Kehrer, Manfred [Oak Ridge National Lab. (ORNL), Oak Ridge, TN (United States)

    2014-12-01

    This multi-year project aims to provide the residential construction industry with energy-efficient wall designs that are moisture durable. The present work focused on the initial step of this project, which is to develop a moisture durability protocol that identifies energy efficient wall designs that have a low probability of experiencing moisture problems.

  20. Designing and building walls with Rammed Earth

    NARCIS (Netherlands)

    Galiouna, E.A.; Hammer, L.; Piscitelli, G.

    2014-01-01

    This "designers' manual" is made during the TIDO-course AR0533 Innovation & Sustainability. Today, a lot of people in the world live in earth dwellings. There are many different techniques for constructing solid walls of raw earth (adobe, bale, cob, mud wall, light clay, wattle and daub, earth bags

  1. Research on Grout Confect and Construction Technology of Diaphragm Wall for Domestic Landfill Site%生活垃圾填埋场防渗浆材配制与成墙工艺研究

    Institute of Scientific and Technical Information of China (English)

    代国忠; 殷琨

    2011-01-01

    In order to develop one kind of slurry with low permeability coefficient and certain ad- sorption and able to block pollutants in leachate, which is used in anti-seepage engineering of leachate from domestic landfill site, through orthogonal experiment, an optimal formula of the slurry with a bentonite base is selected. They are: bentonite (20-30%), cement (15%-25%), fly ash (20%-25%), Na2CO3(1.0-1. 4%), diluent FCLS (0.35%-0.75%) and water. This slurry has a concretion stone ratio of greater than 99.6%, concretion body of 28 day, coefficient of permeability less than 0.8 × 10 7cm · s^- 1 and com-pressive strength less than 2. 0 MPa. The slurry concretion body has adsorption rates more than 82% for CODcr, BODs, NH4-N and phosphorus, and block rate more than 99% for Hg, Pb and other heavy metal ions. The technology to make a diaphragm wall by vibration and hydraulic jet can greatly improve the efficiency of wall construction, which has integrated together many techniques and methods, such as digging slot by vertical vibration and hydraulic jet, deslagging by pump, and making wall by grouting in slot, and so on. The technology has wide application prospect.%为研制出一种低渗透系数并对污染物有一定吸附阻滞作用的浆材,用于城市生活垃圾填埋场渗滤液防渗工程,通过正交试验优选出了以膨润土为主的浆材配方:膨润土20%~30%,水泥15%~25%,粉煤灰20%~25%,纯碱1.0%~1.4%,稀释剂FCLS加量0.35%~0.75%,余之为水.该浆材结石率〉99.6%,固结体28d渗透系数〈0.8×10^-7cm·s^-1。,无侧限抗压强度〈2.0MPa,浆材固结体对CODcr、BOD5、铵态氮和磷的吸附阻滞率达到了82%以上,对Hg、Pb等重金属离子阻滞率在99%以上

  2. 嘉绍大桥主墩双壁钢围堰施工技术%Construction Techniques of Double-Wall Steel Cofferdams for Main Piers of Jiashao Bridge

    Institute of Scientific and Technical Information of China (English)

    宋华清; 唐衡; 林道锦

    2012-01-01

    The main shipping channel bridge of the Jiashao Bridge is a steel box girder cable-stayed bridge with six pylons and four cable planes and the six pile caps of the main piers of the bridge were constructed by the double-wall steel cofferdams. The maximum diameter of the cofferdams is 43. 65 m, the spacing distance between the inner and outer walls of a cofferdam is 1. 5 m, the height of the cofferdam is 26 m and additionally a cofferdam was also provided with eight groups of the combined guiding and positioning devices (guiding piles-sliding steel brackets) arranged in a center-tocenter symmetric way. All cofferdams were manufactured piece by piece in the workshop and at a pier site, the assembling platform for the cofferdam was set up in between the steel casings and platform piles and the cofferdam was well assembled in one time by the gantry carne, using the pier site assembling construction technology. The cofferdam was then lowered down by the sinking system synchronously controlled by computer and was sunk down in place by the aid of the unbalanced ballast and the "inverse pan" dredging. Practice proves that the six cofferdams for the main piers of the bridge have been finally smoothly sunk down in place. The plan deviations of the cofferdams are 50~90 mm and the perpendicularity is less than 1/400, which all satis.fy the relevant requirements in the codes.%嘉绍大桥主航道桥为六塔四索面钢箱梁斜拉桥,6个主墩承台均采用双壁钢围堰方案施工.钢围堰最大直径43.65m,内、外壁间距1.5m,高26 m,以中心对称的方式布设8组组合导向定位装置(导向桩+滑动钢牛腿).钢围堰在加工场内分片制作,在钢护筒与平台桩间搭设拼装平台,采用原位拼装工艺,利用龙门吊一次组拼成型;采用计算机同步控制下沉系统下放,辅以不均衡配载和“倒锅底形”吸泥工艺下沉到位.实践证明,该桥6个主墩钢围堰均顺利下沉到位,平面偏位50~90 mm

  3. 14 CFR 23.691 - Artificial stall barrier system.

    Science.gov (United States)

    2010-01-01

    ... 14 Aeronautics and Space 1 2010-01-01 2010-01-01 false Artificial stall barrier system. 23.691... Construction Control Systems § 23.691 Artificial stall barrier system. If the function of an artificial stall barrier, for example, stick pusher, is used to show compliance with § 23.201(c), the system must...

  4. Correlations of coronary plaque wall thickness with wall pressure and wall pressure gradient: a representative case study

    Directory of Open Access Journals (Sweden)

    Liu Biyue

    2012-07-01

    Full Text Available Abstract Background There are two major hemodynamic stresses imposed at the blood arterial wall interface by flowing blood: the wall shear stress (WSS acting tangentially to the wall, and the wall pressure (WP acting normally to the wall. The role of flow wall shear stress in atherosclerosis progression has been under intensive investigation, while the impact of blood pressure on plaque progression has been under-studied. Method The correlations of wall thickness (WT with wall pressure (WP, blood pressure on the lumen wall and spatial wall pressure gradient (WPG in a human atherosclerotic right coronary artery were studied. The pulsatile blood flow was simulated using a three dimensional mathematical model. The blood was treated as an incompressible viscous non-Newtonian fluid. The geometry of the artery was re-constructed using an in vivo intravascular ultrasound (IVUS 44-slice dataset obtained from a patient with consent obtained. The WT, the WP and the WPG were averaged on each slice, respectively, and Pearson correlation analysis was performed on slice averaged base. Each slice was then divided into 8 segments and averaged vessel WT, WP and WPG were collected from all 352 segments for correlation analysis. Each slice was also divided into 2 segments (inner semi-wall of bend and outer semi-wall of bend and the correlation analysis was performed on the 88 segments. Results Under mean pressure, the Pearson coefficient for correlation between WT and WP was r = − 0.52 (p  Conclusions Results from this representative case report indicated that plaque wall thickness correlated negatively with wall pressure (r = −0.81 by slice and positively with wall pressure gradient (r = 0.45. The slice averaged WT has a strong linear relationship with the slice averaged WP. Large-scale patient studies are needed to further confirm our findings.

  5. General Corrosion and Localized Corrosion of Waste Package Outer Barrier

    Energy Technology Data Exchange (ETDEWEB)

    K.G. Mon

    2004-10-01

    The waste package design for the License Application is a double-wall waste package underneath a protective drip shield (BSC 2004 [DIRS 168489]; BSC 2004 [DIRS 169480]). The purpose and scope of this model report is to document models for general and localized corrosion of the waste package outer barrier (WPOB) to be used in evaluating waste package performance. The WPOB is constructed of Alloy 22 (UNS N06022), a highly corrosion-resistant nickel-based alloy. The inner vessel of the waste package is constructed of Stainless Steel Type 316 (UNS S31600). Before it fails, the Alloy 22 WPOB protects the Stainless Steel Type 316 inner vessel from exposure to the external environment and any significant degradation. The Stainless Steel Type 316 inner vessel provides structural stability to the thinner Alloy 22 WPOB. Although the waste package inner vessel would also provide some performance for waste containment and potentially decrease the rate of radionuclide transport after WPOB breach before it fails, the potential performance of the inner vessel is far less than that of the more corrosion-resistant Alloy 22 WPOB. For this reason, the corrosion performance of the waste package inner vessel is conservatively ignored in this report and the total system performance assessment for the license application (TSPA-LA). Treatment of seismic and igneous events and their consequences on waste package outer barrier performance are not specifically discussed in this report, although the general and localized corrosion models developed in this report are suitable for use in these scenarios. The localized corrosion processes considered in this report are pitting corrosion and crevice corrosion. Stress corrosion cracking is discussed in ''Stress Corrosion Cracking of the Drip Shield, the Waste Package Outer Barrier, and the Stainless Steel Structural Material'' (BSC 2004 [DIRS 169985]).

  6. Exposure, Uptake, and Barriers

    Science.gov (United States)

    Baeza-Squiban, Armelle; Lanone, Sophie

    The nanotechnologies market is booming, e.g., in the food industry (powder additives, etc.) and in medical applications (drug delivery, prosthetics, diagnostic imaging, etc.), but also in other industrial sectors, such as sports, construction, cosmetics, and so on. In this context, with an exponential increase in the number of current and future applications, it is particularly important to evaluate the problem of unintentional (i.e., non-medical) exposure to manufactured nanoparticles (so excluding nanoparticles found naturally in the environment). In this chapter, we begin by discussing the various parameters that must be taken into account in any serious assessment of exposure to man-made nanoparticles. We then list the potential routes by which nanoparticles might enter into the organism, and outline the mechanisms whereby they could get past the different biological barriers. Finally, we describe the biodistribution of nanoparticles in the organism and the way they are eliminated.

  7. The Berlin Wall: A Simulation for the Social Studies Classroom

    Science.gov (United States)

    Russell, William B., III

    2010-01-01

    November 9, 2009, marked the twentieth anniversary of the opening of the Berlin Wall. The Wall, a symbol of the Cold War, separated the German people for 28 years (1961-1989), keeping those on the East side isolated. Although the construction and dismantling of the Berlin Wall is a significant part of history, the topic is little covered in the…

  8. Cylindrical air flow reversal barrier

    Energy Technology Data Exchange (ETDEWEB)

    Woznica, C.; Rodziewicz, M.

    1988-06-01

    Describes an innovative design introduced in the ZMP mine in Zory for quick reversal of ventilation air flow. Geologic mining conditions at the 705 m deep horizon, where the barrier was built, are described. According to the design used until now, a reversal system consisted of safety barriers, ventilation air locks, a ventilation bridge and stopping needed in case of a fire when air flow direction must be reversed. Nine air locks and an expensive concrete ventilation bridge were needed and the air locks had to be operated at 8 points of the region to effect reversal. The new design consists of a 2-storey cylindrical barrier which also fulfills the function of a ventilation bridge. It can be manually or remotely operated by a mechanical or pneumatic system. Tests showed that the new barrier permits immediate air flow reversal while retaining 60% of the original air, which is important in the case of fire and methane hazards. It permits improved seam panelling and splitting of pillars and brings an economy of about 40 million zlotys in construction cost. Design and operation of the barrier is illustrated and ventilation air circulation is explained. 7 figs.

  9. Braids, Walls, and Mirrors

    CERN Document Server

    Cecotti, Sergio; Vafa, Cumrun

    2011-01-01

    We construct 3d, N=2 supersymmetric gauge theories by considering a one-parameter `R-flow' of 4d, N=2 theories, where the central charges vary while preserving their phase order. Each BPS state in 4d leads to a BPS particle in 3d, and thus each chamber of the 4d theory leads to a distinct 3d theory. Pairs of 4d chambers related by wall-crossing, R-flow to mirror pairs of 3d theories. In particular, the 2-3 wall-crossing for the A_2 Argyres-Douglas theory leads to 3d mirror symmetry for N_f=1 SQED and the XYZ model. Although our formalism applies to arbitrary N=2 models, we focus on the case where the parent 4d theory consists of pairs of M5-branes wrapping a Riemann surface, and develop a general framework for describing 3d N=2 theories engineered by wrapping pairs of M5-branes on three-manifolds. Each 4d chamber, which corresponds to a dual 3d description, maps to a particular tetrahedral decomposition of the UV 3d geometry. In the IR the physics is captured by a single recombined M5-brane which is a branche...

  10. 浅析三轴搅拌桩设备在九圩港提水泵站防渗墙中的应用%Initial analysis on the application of three axis mixing pile equipment in the impervious wall construction of Jiuweigang pumping station

    Institute of Scientific and Technical Information of China (English)

    徐光华; 杨远洲; 刘佳蕾; 李万超

    2016-01-01

    本文通过三轴搅拌桩设备在九圩港提水泵站防渗墙中的应用,介绍了ZKD65-3B型三轴深层搅拌桩的成墙原理、施工工艺、防渗墙技术等,并通过探坑检测、钻芯检测技术对墙体进行检测,结果表明:墙体搅拌均匀,搭接连续、平顺,水泥浆液与土体胶结较好,水泥搅拌桩桩身完整性、均匀性良好,桩身有效强度满足设计要求。三轴深层搅拌桩具有搅拌叶片多、动力大、施工速度快、操作简捷等优点,适用于不同地质条件的深层搅拌桩防(截)渗墙施工和提高软基承载力加固处理。%Through the application of three axial mixing pile equipment in impervious wall construction of Jiuweigang pumping station,the wall forming principle,construction technology and impervious wall technology of ZKD65-3B type three axial deep mixing pile is introduced. The wall is detected by the technology of pitting detection and drilling core detection. The results show that:the wall is smooth and mixed well,the body integrity and uniformity of cement mixing pile is good,pile strength could meet the design requirements. The three axial deep mixing piles have the advantages of enough mixing blade,big power,fast construction speed and simple operation. The three axial deep mixing piles could be used in different geological conditions of deep mixing pile impervious wall construction and improve the bearing capacity of soft soil foundation reinforcement.

  11. RG Domain Walls and Hybrid Triangulations

    CERN Document Server

    Dimofte, Tudor; van der Veen, Roland

    2013-01-01

    This paper studies the interplay between the N=2 gauge theories in three and four dimensions that have a geometric description in terms of twisted compactification of the six-dimensional (2,0) SCFT. Our main goal is to construct the three-dimensional domain walls associated to any three-dimensional cobordism. We find that we can build a variety of 3d theories that represent the local degrees of freedom at a given domain wall in various 4d duality frames, including both UV S-dual frames and IR Seiberg-Witten electric-magnetic dual frames. We pay special attention to Janus domain walls, defined by four-dimensional Lagrangians with position-dependent couplings. If the couplings on either side of the wall are weak in different UV duality frames, Janus domain walls reduce to S-duality walls, i.e. domain walls that encode the properties of UV dualities. If the couplings on one side are weak in the IR and on the other weak in the UV, Janus domain walls reduce to RG walls, i.e. domain walls that encode the properties...

  12. Construction Technique and Quality Control of Frame-shear Wall of the Museum of Modern Art in Tianjin Binhai New Area%天津滨海现代美术馆框架剪力墙施工技术及质量控制

    Institute of Scientific and Technical Information of China (English)

    夏宝阳; 张杨; 荣彬; 刘睿

    2016-01-01

    Frame-shear wall structure,the combination of frame structure and shear wall structure,succeeds the advan-tages of both two structures so that it not only can provide building layout with large space,but also has good resistance to lateral force.Currently,frame shear wall structure is used widely,while its construction is more complex and strict con-struction technology is required.Therefore,the key point of its construction techniques is important in construction con-trol.For the reference of similar projects,several important construction techniques of the Museum of Modern Art in Tian-jin Binhai New Area were discussed in this article.%框架-剪力墙结构是框架结构和剪力墙结构两种体系的结合,吸取了各自的长处,既能为建筑平面布置提供较大的使用空间,又具有良好的抗侧力性能。框架剪力墙结构是当前应用比较广泛的一种结构,但其施工比较复杂,对施工技术要求较高,因此,其施工技术要点是建筑界管制的重点。以天津市滨海新区文化中心工程项目为例,对建筑框架剪力墙结构工程中几项重要的施工技术做深入探讨。

  13. Stability of resistive wall modes with plasma rotation and thick wall in ITER scenario

    Science.gov (United States)

    Zheng, L. J.; Kotschenreuther, M.; Chu, M.; Chance, M.; Turnbull, A.

    2004-11-01

    The rotation effect on resistive wall modes (RWMs) is examined for realistically shaped, high-beta tokamak equilibria, including reactor relevant cases with low mach number M and realistic thick walls. For low M, Stabilization of RWMs arises from unusually thin inertial layers. The investigation employs the newly developed adaptive eigenvalue code (AEGIS: Adaptive EiGenfunction Independent Solution), which describes both low and high n modes and is in good agreement with GATO in the benchmark studies. AEGIS is unique in using adaptive methods to resolve such inertial layers with low mach number rotation. This feature is even more desirable for transport barrier cases. Additionally, ITER and reactors have thick conducting walls ( ˜.5-1 m) which are not well modeled as a thin shell. Such thick walls are considered here, including semi-analytical approximations to account for the toroidally segmented nature of real walls.

  14. Organic Insulation Materials, the Effect on Indoor Humidity, and the Necessity of a Vapor Barrier

    DEFF Research Database (Denmark)

    Rode, Carsten

    1998-01-01

    Examples of organic insulation products are cellulose fiber, other plant fiber, and animal wool. These materials, which are all very hygroscopic, are associated with certain assertions about their building physical behavior that need to be verified.Examples of such assertions are: "A vapor barrier...... is not needed when using organic insulation materials" and "Organic insulation materials have a stabilizing effect on the indoor humidity".The paper presents some numerical analyses of the hygrothermal behavior of wall constructions and the occupied spaces they surround when an organic insulation material...... is used. The following two main problems are analyzed:· The risk of interstitial condensation in typical building constructions with different vapor retarders when either conventional or organic insulation materials are used.· The influence on diurnal and seasonal indoor humidity variations when using...

  15. Bridging the divide: Middle Eastern walls and fences and the spatial governance of problem populations

    NARCIS (Netherlands)

    P. Pallister-Wilkins

    2015-01-01

    Building on a long history of spatial control through walling in the region, walls and fences have been built in the Middle East in recent years to undertake a range of practices. Gated communities, residential and security compounds, anti-migrant walls, separation barriers and counter-insurgency fe

  16. Mitigating the risk of drowning at low-head dams used as sea lamprey barriers in Ontario[Includes the CSCE forum on professional practice and career development : 1. international engineering mechanics and materials specialty conference : 1. international/3. coastal, estuarine and offshore engineering specialty conference : 2. international/8. construction specialty conference

    Energy Technology Data Exchange (ETDEWEB)

    Mazurek, K.A.; Amos, M. [Saskatchewan Univ., Saskatoon, SK (Canada). Dept. of Civil and Geological Engineering; Hallett, A. [A. Hallett, Sault Ste. Marie, ON (Canada); Katopodis, C. [Fisheries and Oceans Canada, Winnipeg, MB (Canada). Freshwater Inst.

    2009-07-01

    Many low-head dams built within the streams that flow into the Great Lakes serve as barriers to the upstream migration of sea lamprey, an invasive species in the Great Lakes. One of the serious drawbacks to the construction and operation of barriers is the drowning hazard that can be created at such structures. This paper proposed an improved sea lamprey barrier design that would mitigate the dangerous flows that form at the structures, while maintaining the efficacy of the barriers at blocking lamprey. The proposed design involved modifications to low-head dams to eliminate any eddies and vortex flow that may present a drowning hazard. These modifications included steps, an underwater vane, baffles of various configurations, and rock piles. The successful modifications had to redirect the plunging flow over the weir to flow along the water surface and also create a cross-flow to disrupt the formation of any secondary eddies that may entrap a body. 21 refs., 9 figs.

  17. Thermal insulation properties of walls

    Directory of Open Access Journals (Sweden)

    Zhukov Aleksey Dmitrievich

    2014-05-01

    Full Text Available Heat-protective qualities of building structures are determined by the qualities of the used materials, adequate design solutions and construction and installation work of high quality. This rule refers both to the structures made of materials similar in their structure and nature and mixed, combined by a construction system. The necessity to ecaluate thermal conductivity is important for a product and for a construction. Methods for evaluating the thermal protection of walls are based on the methods of calculation, on full-scale tests in a laboratory or on objects. At the same time there is a reason to believe that even deep and detailed calculation may cause deviation of the values from real data. Using finite difference method can improve accuracy of the results, but it doesn’t solve all problems. The article discusses new approaches to evaluating thermal insulation properties of walls. The authors propose technique of accurate measurement of thermal insulation properties in single blocks and fragments of walls and structures.

  18. Flooding Effect on Earth Walls

    Directory of Open Access Journals (Sweden)

    Meysam Banimahd

    2010-12-01

    Full Text Available Earth building is a sustainable, environmentally friendly and economical method of construction that has been used worldwide for many centuries. For the past three decades, earth has seen a revival as a building material for a modern construction method due to its benefits in terms of low carbon content, low cost and energy involved during construction, as well as the fact that it is a sustainable technology of building. Climate change is influencing precipitation levels and patterns around the world, and as a consequence, flood risk is increasing rapidly. When flooding occurs, earth buildings are exposed to water by submersion, causing an increase in the degree of saturation of the earth structures and therefore a decrease of the suction between particles. This study investigated the effect of cycles of flooding (consecutive events of flooding followed by dry periods on earth walls. A series of characterization tests were carried out to obtain the physical and mechanical properties of the studied earth material. In a second stage, Flooding Simulation Tests (FST were performed to explore the earth walls’ response to repeated flooding events. The results obtained for the tested earth wall/samples with reinforced material (straw reveal hydraulic hysteresis when wall/samples are subject to cycles of wetting and drying.

  19. Smart parking barrier

    KAUST Repository

    Alharbi, Abdulrazaq M.

    2016-05-06

    Various methods and systems are provided for smart parking barriers. In one example, among others, a smart parking barrier system includes a movable parking barrier located at one end of a parking space, a barrier drive configured to control positioning of the movable parking barrier, and a parking controller configured to initiate movement of the parking barrier, via the barrier drive. The movable parking barrier can be positioned between a first position that restricts access to the parking space and a second position that allows access to the parking space. The parking controller can initiate movement of the movable parking barrier in response to a positive identification of an individual allowed to use the parking space. The parking controller can identify the individual through, e.g., a RFID tag, a mobile device (e.g., a remote control, smartphone, tablet, etc.), an access card, biometric information, or other appropriate identifier.

  20. Dynamic load test of Arquin-designed CMU wall.

    Energy Technology Data Exchange (ETDEWEB)

    Jensen, Richard Pearson

    2010-02-01

    The Arquin Corporation has developed a new method of constructing CMU (concrete masonry unit) walls. This new method uses polymer spacers connected to steel wires that serve as reinforcing as well as a means of accurately placing the spacers so that the concrete block can be dry stacked. The hollows of the concrete block are then filled with grout. As part of a New Mexico Small Business Assistance Program (NMSBA), Sandia National Laboratories conducted a series of tests that dynamically loaded wall segments to compare the performance of walls constructed using the Arquin method to a more traditional method of constructing CMU walls. A total of four walls were built, two with traditional methods and two with the Arquin method. Two of the walls, one traditional and one Arquin, had every third cell filled with grout. The remaining two walls, one traditional and one Arquin, had every cell filled with grout. The walls were dynamically loaded with explosive forces. No significant difference was noted between the performance of the walls constructed by the Arquin method when compared to the walls constructed by the traditional method.

  1. Mechanism of Striation in Dielectric Barrier Discharge

    Institute of Scientific and Technical Information of China (English)

    FENG Shuo; HE Feng; OUYANG Ji-Ting

    2007-01-01

    @@ The mechanism of striations in dielectric barrier discharge in pure neon is studied by a two-dimensional particlein-cell/Monte Carlo collision (PIC-MCC) model. It is shown that the striations appear in the plasma background,and non-uniform electrical field resulting from ionization and the negative wall charge appear on the dielectric layer above the anode. The sustainment of striations is a non-local kinetic effect of electrons in a stratified field controlled by non-elastic impact with neutral gases. The striations in the transient dielectric barrier discharge are similar to those in dc positive column discharge.

  2. 新白沙沱长江特大桥3号墩双壁钢围堰设计与施工%Design & Construction of Double Wall Steel Cofferdam for Pier No.3 of New Baishatuo Changjiang Super Large Bridge

    Institute of Scientific and Technical Information of China (English)

    郭煜

    2016-01-01

    The pylon foundation of No.3 main tower of Xinbaishatuo Extra Large Bridge across Yan-gtze River was constructed by double-wall steel cased cofferdam.In order to meet the structural safety of double-wall steel cased cofferdam in each stage of construction,modeling calculation and analysis were performed respectively to each construction condition in each stage of construction,such as cof-ferdam assembly,bottom seal,capped slab and tower seat,etc.,so as to ensure safe and reliable structure as well as smooth proceeding of each process.Technique of synchronously constructing bored pile and cofferdam is adopted in construction,the objective of quick construction,safety,good quality and cost saving was reached,the safety of double-wall steel cased cofferdam to tide over flood season was ensured,and solid foundation was laid for the construction time limit objective of the whole bridge.%新白沙沱长江特大桥3号主塔墩基础采用双壁钢套箱围堰施工。为满足双壁钢套箱围堰在施工各阶段的结构安全,分别对围堰拼装、封底、承台及塔座施工等各阶段的施工工况进行建模计算分析,以确保结构安全可靠,各工序顺利进行。施工中采用钻孔桩与围堰同步施工技术,达到了快速施工、安全优质、节约成本的目标,确保了双壁钢套箱围堰的渡洪安全,为全桥的工期目标打下了基础。

  3. 41 CFR 102-76.60 - To which facilities does the Architectural Barriers Act apply?

    Science.gov (United States)

    2010-07-01

    ... PROPERTY 76-DESIGN AND CONSTRUCTION Architectural Barriers Act § 102-76.60 To which facilities does the Architectural Barriers Act apply? (a) The Architectural Barriers Act applies to any facility that is intended... the Architectural Barriers Act apply? 102-76.60 Section 102-76.60 Public Contracts and...

  4. Optimal spacing of soil conservation barriers : example of rock bunds in Burkina Faso

    NARCIS (Netherlands)

    Zougmore, R.; Kabore, D.; Lowenberg-DeBoer, J.

    2000-01-01

    Though construction methods vary widely, use of physical or biological barriers to conserve soil and water is common throughout the world. Rock or earthen bunds are common physical barriers. Strips of perennial grass, shrubs or trees serve as biological barriers. Often these barriers are arranged on

  5. Landfill Barrier-Overview and Prospect

    Institute of Scientific and Technical Information of China (English)

    Zheng Liange; Zhao Yongsheng

    2000-01-01

    Landfill is the primary method of waste disposal. The increasing attention focused on the effect of landfill on environment prompts the development of environmental sound landfill system. As the key parts of landfill, the barrier system can provide impermeabilization of leachate and prevent biogas from escaping intotheenvironment. In recent years, the technology pertaining the barrier system developed rapidly. In this paper, new materials used in liners and new concept of barrier construction are reviewed; the mechanisms of leachate through clay liner and geomembrane, the calculation of leaks through liner and the effect of freezing/thaw on liner are discussed.

  6. Delays in nuclear power plant construction. Progress report, September 15, 1976--September 14, 1977

    International Nuclear Information System (INIS)

    This report identifies barriers to shortening nuclear power plant construction schedules and recommends research efforts that should minimize or eliminate the identified barriers. The identified barriers include: (1) design and construction interfacing problems; (2) problems relating to the selection and use of permanent materials and construction methods; (3) construction coordination and communication problems; and (4) problems associated with manpower availability and productivity;

  7. Delays in nuclear power plant construction. Progress report, September 15, 1976--September 14, 1977

    Energy Technology Data Exchange (ETDEWEB)

    Mason, G.E.; Larew, R.E.

    1977-08-10

    This report identifies barriers to shortening nuclear power plant construction schedules and recommends research efforts that should minimize or eliminate the identified barriers. The identified barriers include: (1) design and construction interfacing problems; (2) problems relating to the selection and use of permanent materials and construction methods; (3) construction coordination and communication problems; and (4) problems associated with manpower availability and productivity;

  8. Wind Load Test of Earthbag Wall

    Directory of Open Access Journals (Sweden)

    Ryan Scott

    2013-08-01

    Full Text Available Earthbag construction is a sustainable, low-cost, housing option for developing countries. Earthbag structures are built of individual soil-filled fabric bags (i.e., sand bags stacked in a running bond pattern. Once stacked, earthbags are compacted and the soil inside the bags is dried in-place to form earthen bricks. Barbed wires are placed between each course to affect shear transfer within the wall. Results of an out-of-plane load test on a full-scale earthbag wall are presented in this paper. The wall was subjected to out-of-plane pressure up to 3.16 kPa, which resulted in plastic deformations up to 50 mm. The wall did not collapse during loading. Wall behavior and force transfer mechanisms are discussed.

  9. Gastrointestinal mucosal barrier function and diseases.

    Science.gov (United States)

    Oshima, Tadayuki; Miwa, Hiroto

    2016-08-01

    The gastrointestinal mucosal barrier plays an essential role in the separation of the inside of the body from the outside environment. Tight junctions (TJs) are the most important component for construction of a constitutive barrier of epithelial cells, and they regulate the permeability of the barrier by tightly sealing the cell-cell junctions. TJ proteins are represented by claudins, occludin, junctional adhesion molecules, and scaffold protein zonula occludens. Among these TJ proteins, claudins are the major components of TJs and are responsible for the barrier and the polarity of the epithelial cells. Gastrointestinal diseases including reflux esophagitis, inflammatory bowel disease, functional gastrointestinal disorders, and cancers may be regulated by these molecules, and disruption of their functions leads to chronic inflammatory conditions and chronic or progressive disease. Therefore, regulation of the barrier function of epithelial cells by regulating the expression and localization of TJ proteins is a potential new target for the treatment of these diseases. Treatment strategies for these diseases might thus be largely altered if symptom generation and/or immune dysfunction could be regulated through improvement of mucosal barrier function. Since TJ proteins may also modify tumor infiltration and metastasis, other important goals include finding a good TJ biomarker of cancer progression and patient prognosis, and developing TJ protein-targeted therapies that can modify patient prognosis. This review summarizes current understanding of gastrointestinal barrier function, TJ protein expression, and the mechanisms underlying epithelial barrier dysregulation in gastrointestinal diseases. PMID:27048502

  10. Automatic configuration of modular vault walls

    Directory of Open Access Journals (Sweden)

    Grković Vladan

    2012-01-01

    Full Text Available Products such as modular partition walls of vault rooms (with or without vault doors are made at the request of the client who chooses the safety degree and provides the available dimensions of the wall that should be made. Modular construction of vault walls is the system of construction of industrially made elements which are composed in situ, which allows design of products adjusted to individual requirements of clients. Since the vault wall modules repeat in every new project and since they differ only by their number and dimensions, the use of modern CA (Computer Aided tools and the possibility of application of parameter and variant design shorten design time and eliminate possible errors in the process of design of modular vault walls, which reduces the costs of production and increases the level of product quality. The paper presents the procedure for calculation of parameters of parts, modules and the entire vault wall in Microsoft Excel based on which the 3D model of a modular vault wall is automatically configured and developed in software package Autodesk Inventor. [Projekat Ministarstva nauke Republike Srbije, br. TR37020

  11. Shock induced porous barrier flows, with underlying wall pressure amplification

    Science.gov (United States)

    Skews, B. W.; Bugarin, S.

    The flow field resulting from the impact of a shock wave on a variety of sheets of permeable material is studied. Earlier studies examined the flow through stationary sheets. It has, however, been found that if the sheet is placed a short distance in front of a surface, and can move under the shock loading, the pressure on the surface is amplified following shock impact, compared to the pressures that would be experienced with no covering. An important application to consider is the effect that textile clothing may have on a persons body when exposed to a blast environment. Single and multiple layers of a range of textiles have been tested. It was established that the heavier, more impermeable textiles such as Kevlar can amplify the shock wave pressure by as much as 400%. Experiments were also done with the textiles placed at an angle to the incoming shock wave and the mechanism for the amplification established through schlieren photography and pressure measurements.

  12. Partial domain wall partition functions

    CERN Document Server

    Foda, O

    2012-01-01

    We consider six-vertex model configurations on a rectangular lattice with n (N) horizontal (vertical) lines, and "partial domain wall boundary conditions" defined as 1. all 2n arrows on the left and right boundaries point inwards, 2. n_u (n_l) arrows on the upper (lower) boundary, such that n_u + n_l = N - n, also point inwards, 3. all remaining n+N arrows on the upper and lower boundaries point outwards, and 4. all spin configurations on the upper and lower boundaries are summed over. To generate (n-by-N) "partial domain wall configurations", one can start from A. (N-by-N) configurations with domain wall boundary conditions and delete n_u (n_l) upper (lower) horizontal lines, or B. (2n-by-N) configurations that represent the scalar product of an n-magnon Bethe eigenstate and an n-magnon generic state on an N-site spin-1/2 chain, and delete the n lines that represent the Bethe eigenstate. The corresponding "partial domain wall partition function" is computed in construction {A} ({B}) as an N-by-N (n-by-n) det...

  13. Extremal surface barriers

    Energy Technology Data Exchange (ETDEWEB)

    Engelhardt, Netta; Wall, Aron C. [Department of Physics, University of California,Santa Barbara, CA 93106 (United States)

    2014-03-13

    We present a generic condition for Lorentzian manifolds to have a barrier that limits the reach of boundary-anchored extremal surfaces of arbitrary dimension. We show that any surface with nonpositive extrinsic curvature is a barrier, in the sense that extremal surfaces cannot be continuously deformed past it. Furthermore, the outermost barrier surface has nonnegative extrinsic curvature. Under certain conditions, we show that the existence of trapped surfaces implies a barrier, and conversely. In the context of AdS/CFT, these barriers imply that it is impossible to reconstruct the entire bulk using extremal surfaces. We comment on the implications for the firewall controversy.

  14. The Lamportian cell wall

    Energy Technology Data Exchange (ETDEWEB)

    Keiliszewski, M.; Lamport, D. (Michigan State Univ. Plant Research Lab., East Lansing (United States))

    1991-05-01

    The Lamportian Warp-Weft hypothesis suggests a cellulose-extensin interpenetrating network where extensin mechanically couples the load-bearing cellulose microfibrils in a wall matrix that is best described as a microcomposite. This model is based on data gathered from the extensin-rich walls of tomato and sycamore cell suspension culture, wherein extensin precursors are insolubilized into the wall by undefined crosslinks. The authors recent work with cell walls isolated from intact tissue as well as walls from suspension cultured cells of the graminaceous monocots maize and rice, the non-graminaceous monocot asparagus, the primitive herbaceous dicot sugar beet, and the gymnosperm Douglas Fir indicate that although extensins are ubiquitous to all plant species examined, they are not the major structural protein component of most walls examined. Amino acid analyses of intact and HF-treated walls shows a major component neither an HRGP, nor directly comparable to the glycine-rich wall proteins such as those associated with seed coat walls or the 67 mole% glycine-rich proteins cloned from petunia and soybean. Clearly, structural wall protein alternatives to extensin exist and any cell wall model must take that into account. If we assume that extracellular matrices are a priori network structures, then new Hypless' structural proteins in the maize cell wall raise questions about the sort of network these proteins create: the kinds of crosslinks involved; how they are formed; and the roles played by the small amounts of HRGPs.

  15. Halogenation of microcapsule walls

    Science.gov (United States)

    Davis, T. R.; Schaab, C. K.; Scott, J. C.

    1972-01-01

    Procedure for halogenation of confining walls of both gelatin and gelatin-phenolic resin capsules is similar to that used for microencapsulation. Ten percent halogen content renders capsule wall nonburning; any higher content enhances flame-retardant properties of selected internal phase material. Halogenation decreases permeability of wall material to encapsulated materials.

  16. Creating universes with thick walls

    CERN Document Server

    Ulvestad, Andrew

    2012-01-01

    We study the dynamics of a spherically symmetric false vacuum bubble embedded in a true vacuum region separated by a "thick wall", which is generated by a scalar field in a quartic potential. We study the "Farhi-Guth-Guven" (FGG) quantum tunneling process by constructing numerical solutions relevant to this process. The ADM mass of the spacetime is calculated, and we show that there is a lower bound that is a significant fraction of the scalar field mass. We argue that the zero mass solutions used to by some to argue against the physicality of the FGG process are artifacts of the thin wall approximation used in earlier work. We argue that the zero mass solutions should not be used to question the viability of the FGG process.

  17. Nucleation barrier height in undercooled metallic melts

    Institute of Scientific and Technical Information of China (English)

    Gang WANG; Dechang ZENG; Zhongwu LIU

    2012-01-01

    The phase-field model of a liquid-to-solid transition was constructed where the model parameters were linked quantitatively to the interfacial properties,and the variation of nucleation barrier height in undercooled metallic melts with respect to undercooling was studied respectively based on two kinds of forms of local free energy density.The calculation results show that,with the increase of undercooling,the critical nucleus does not show bulk properties,and the nucleation barrier height decreases gradually and deviates more and more from that predicted by the classical nucleation theory in both cases.The physical spinodal occurs for a specific form of the local free energy density,where the nucleation barrier height vanishes when the undercooling reaches a critical value and the reduced nucleation barrier height can be expressed by a function of the ratio of undercooling to critical undercooling.

  18. 《无障碍设施施工验收及维护规范》(GB50642-2011)的解读%EXPLANATION OF CONSTRUCTION ACCEPTANCE AND MAINTENANCE STANDARDS OF THE BARRIER-FREE FACILITIES( GB 50642-2011 )

    Institute of Scientific and Technical Information of China (English)

    吴纪宁

    2012-01-01

    住房和城乡建设部首次发布了国家标准《无障碍设施施工验收及维护规范》(GB50642-2011),该规范共分4章7个附录,主要内容包括总则、术语、无障碍设施的施工验收、无障碍设施的维护等.该规范较好地解决了与相关标准的配套和协调问题,体现了“以人为本,全民共享”的理念.%Ministry of Housing and Urban-Rural Development of the People's Republic of China issues the Construction acceptance and maintenance standards of the harrier-free facilities (GB 50642-2011) for the first time. This Standard covers 4 chapters and 7 annexes, including general, terms, construction acceptance of barrier-free facilities and maintenance of barrier-free facilities, etc. Supporting and harmonization with relevant standards are successfully solved and the concept of human-oriented and nationwide sharing is well expressed.

  19. On technical barriers to trade of traditional Chinese medicine and two weapon of its breaking and construction: standardization and intellectual property%论中医药技术性贸易壁垒及其破除和构建的两大利器:标准化与知识产权

    Institute of Scientific and Technical Information of China (English)

    董国锋; 刘平; 李俊德; 武晓冬; 黄龙祥

    2012-01-01

    Technical barriers to trade of traditional Chinese medicine is the most difficult non-tariff barriers to trade to cross among trade of traditional Chinese medicine in China, and its difficult span is determined by its content, form and substance. Precisely because of its present difficulty to cross, it decided that China is not yet presently a strong country in trade of traditional Chinese medicine. Therefore, only on the basis of carefully analysing the causes of difficult span of technical barriers to trade of traditional Chinese medicine which China encounters, can we find effective means and countermeasures of breakout and construction of technical barriers to trade of traditional Chinese medicine.%中医药技术性贸易壁垒是我国中医药贸易最难跨越的非关税贸易壁垒,其难跨越是由其内容、形式及其实质所决定的,也正是因其目前难跨越,才决定了我国目前还不是中医药贸易强国.为解决中医药技术性贸易壁垒问题,文章在仔细分析我国遭遇的中医药技术性贸易壁垒难跨越的原因后,重点讨论了有效破除和构建中医药技术性贸易壁垒的有效手段——两大利器:标准化与知识产权和对应之策.

  20. Contributing to Net Zero Building: High Energy Efficient EIFS Wall Systems

    Energy Technology Data Exchange (ETDEWEB)

    Carbary, Lawrence D. [Dow Corning Corporation; Perkins, Laura L. [Dow Corning Corporation; Serino, Roland [Dryvit Systems, Inc; Preston, Bill [Dryvit Systems, Inc; Kosny, Jan [Fraunhofer USA, Inc. CSE

    2014-01-29

    The team led by Dow Corning collaborated to increase the thermal performance of exterior insulation and finishing systems (EIFS) to reach R-40 performance meeting the needs for high efficiency insulated walls. Additionally, the project helped remove barriers to using EIFS on retrofit commercial buildings desiring high insulated walls. The three wall systems developed within the scope of this project provide the thermal performance of R-24 to R-40 by incorporating vacuum insulation panels (VIPs) into an expanded polystyrene (EPS) encapsulated vacuum insulated sandwich element (VISE). The VISE was incorporated into an EIFS as pre-engineered insulation boards. The VISE is installed using typical EIFS details and network of trained installers. These three wall systems were tested and engineered to be fully code compliant as an EIFS and meet all of the International Building Code structural, durability and fire test requirements for a code compliant exterior wall cladding system. This system is being commercialized under the trade name Dryvit® Outsulation® HE system. Full details, specifications, and application guidelines have been developed for the system. The system has been modeled both thermally and hygrothermally to predict condensation potential. Based on weather models for Baltimore, MD; Boston, MA; Miami, FL; Minneapolis, MN; Phoenix, AZ; and Seattle, WA; condensation and water build up in the wall system is not a concern. Finally, the team conducted a field trial of the system on a building at the former Brunswick Naval Air Station which is being redeveloped by the Midcoast Regional Redevelopment Authority (Brunswick, Maine). The field trial provided a retrofit R-30 wall onto a wood frame construction, slab on grade, 1800 ft2 building, that was monitored over the course of a year. Simultaneous with the façade retrofit, the building’s windows were upgraded at no charge to this program. The retrofit building used 49% less natural gas during the winter of

  1. The interaction between tide and salinity barriers

    Directory of Open Access Journals (Sweden)

    Patchanok Srivihok

    2003-11-01

    Full Text Available Presently, there is a number of salinity barrier utilization and this kind of structure becomes more common in estuarine areas. However, the construction of barrier at the river mouth or inside the river results in amplification of tide due to creation of standing tide at the barrier. This standing tide creates two major problems, namely, the overspill of salinewater during high water and bank erosion during low water along the tidal reach downstream of the barrier. In this study, the analytical model is developed to determine the river hydraulic behaviors which affects by tide, river flow and barrier structure of the Bang Pakong River, Thailand. The analytical model of tide and river flow of the Chao Phraya River is adopted and adjusted to determine the tide characteristics modified by river flow. Moreover, the analytical model of tide and salinity barrier would then be developed by cooperating of the analytical model of tide and river flow interaction together with tidal flow cooscillating tide theory. It is found from this study that the analytical model of the Chao Phraya River which is suitable for high freshwater discharge underestimates damping modulus and friction slope which requires adjustment for low freshwater discharge of the Bang Pakong River. The analytical model of tide and salinity barrier can be finally used to predict the water level downstream of the barrier. The model overestimated the water level fluctuation during the unsteady flow from upstream which may be because of the assumption of steady flow condition in the model development due to limited data available after the construction.

  2. Multilayer moisture barrier

    Energy Technology Data Exchange (ETDEWEB)

    Pankow, Joel W; Jorgensen, Gary J; Terwilliger, Kent M; Glick, Stephen H; Isomaki, Nora; Harkonen, Kari; Turkulainen, Tommy

    2015-04-21

    A moisture barrier, device or product having a moisture barrier or a method of fabricating a moisture barrier having at least a polymer layer, and interfacial layer, and a barrier layer. The polymer layer may be fabricated from any suitable polymer including, but not limited to, fluoropolymers such as polyethylene terephthalate (PET) or polyethylene naphthalate (PEN), or ethylene-tetrafluoroethylene (ETFE). The interfacial layer may be formed by atomic layer deposition (ALD). In embodiments featuring an ALD interfacial layer, the deposited interfacial substance may be, but is not limited to, Al.sub.2O.sub.3, AlSiO.sub.x, TiO.sub.2, and an Al.sub.2O.sub.3/TiO.sub.2 laminate. The barrier layer associated with the interfacial layer may be deposited by plasma enhanced chemical vapor deposition (PECVD). The barrier layer may be a SiO.sub.xN.sub.y film.

  3. PPOOLEX experiments on wall condensation

    Energy Technology Data Exchange (ETDEWEB)

    Laine, J.; Puustinen, M. (Lappeenranta Univ. of Technology, Nuclear Safety Research Unit (Finland))

    2009-08-15

    This report summarizes the results of the wall condensation experiments carried out in December 2008 and January 2009 with the scaled down PPOOLEX test facility designed and constructed at Lappeenranta University of Technology. Steam was blown into the dry well compartment and from there through a DN200 blowdown pipe to the condensation pool. Altogether five experiments, each consisting of several blows, were carried out. The main purpose of the experiment series was to study wall condensation phenomenon inside the dry well compartment while steam is discharged through it into the condensation pool and to produce comparison data for CFD calculations at VTT. The PPOOLEX test facility is a closed stainless steel vessel divided into two compartments, dry well and wet well. For the wall condensation experiments the test facility was equipped with a system for collecting and measuring the amount of condensate from four different wall segments of the dry well compartment. A thermo graphic camera was used in a couple of experiments for filming the outside surface of the dry well wall. The effect of the initial temperature level of the dry well structures and of the steam flow rate for the accumulation of condensate was studied. The initial temperature level of the dry well structures varied from 23 to 99 deg. C. The steam flow rate varied from 90 to 690 g/s and the temperature of incoming steam from 115 to 160 deg. C. During the initial phase of steam discharge the accumulation of condensate was strongly controlled by the temperature level of the dry well structures; the lower the initial temperature level was the more condensate was accumulated. As the dry well structural temperatures increased the condensation process slowed down. Most of the condensate usually accumulated during the first 200 seconds of the discharge. However, the condensation process never completely stopped because a small temperature difference remained between the dry well atmosphere and inner wall

  4. 阿塔山水库壤土心墙堆石坝施工工艺%Construction Technology of Loam Core-wall Rock-fill Dam of Atashan Reservoir Dam

    Institute of Scientific and Technical Information of China (English)

    秦美荣

    2015-01-01

    阿塔山水库大坝是大型壤土心墙堆石坝,通过精心组织、科学管理、严把质量,填筑质量满足规范设计要求,保质保量完成合同任务。%Atashan reservoir dam is a large loam core-wall rock-fill dam. Through the elaborate organization, scientific management and strict quality control, the filling quality meets the requirements of the specification design, and the contract task is completed with good quality.

  5. Biological Fireproof Barrier Construction and its Fireproof Performance in Tonghai%通海县生物防火隔离带营建及其防火性能研究

    Institute of Scientific and Technical Information of China (English)

    陈玉新

    2012-01-01

    Biological fireproof harrier dominated by Alnus nepalensis and Alnus ferdinamd tree species, which total of 21 , and 25 m wide, 36 km length were built in Hexi, Jiujie, Sijie Township from 2002 to 2005. The effect of fire prevention has been analyzed, results showed that barrier tree of biological fireproof grows rapidly, and have a good function of fire resistance, also, build biological fireproof barrier was economy and with mature technology which can be used wildly.%2002~2005年,在通海县河西、九街、四街镇人工营造以旱冬瓜、川滇桤木为主栽树种的生物防火隔离带,共计21条,宽25m,总长36km.对所营造防火林带的防火效果进行调查分析,结果认为,防火林带树木生长讯速,抗火、耐火性强,有较好的阻火、隔火、断火功能,且节约经费,营造技术较为成熟,可以推广应用.

  6. Mechanical Characteristic Analysis of Post-construction Condition of Integral Cast-type Prestressed Anchor Cable Sheet Pile Wall%整体现浇式预应力锚索桩板墙工后工况力学特征分析

    Institute of Scientific and Technical Information of China (English)

    周登文; 王荣金; 岳辉

    2013-01-01

      将整体现浇式预应力锚索桩板墙运用在混凝土连续浇筑施工中,虽然可以缩短工期,减少成本投入,但其设计计算方法还不成熟。通过对云南某山区高速公路上整体现浇预应力锚索桩板墙结构形式实体工程系统的型试验研究,实测锚索桩板墙在不同工况下的内力及填土土压力,以此为基础分析了该支挡结构在各工况下的力学特征,为设计计算方法的改进提供参考据。本文选取工后工况下桩板墙的力学特征分析进行阐述。%Integral cast-type prestressed anchor cable sheet pile wall used in the construction of continuous cast concrete shortens the duration and reduces capital costs, but its design calculation method is not yet ripe. By the research on prototype test of whole in-situ prestressed anchor cable sheet pile wall structure entities of a mountain highway in Yunnan province, measures the internal force and fill stress of anchor cable sheet pile wall in different conditions, based on this, analyzes the mechanical characteristics of retaining structures in all of the following conditions, providing reference for improvement of design calculation method. The paper presents the mechanical characteristics of pile-sheet retaining wall under elaboration.

  7. The feasibility of pneumatic and water spray barriers as fireproof oil slick containment devices

    Energy Technology Data Exchange (ETDEWEB)

    Comfort, G.; Menon, B.; Purves, W.

    An Artec Canada, Ltd., project assessed the feasibility of using submerged pneumatic barriers and elevated water spray barriers to retain and concentrate a floating oil slick. Maximum wave, wind, and current conditions at which the barriers were able to operate as oil slick containment devices were measured. Various fluid flow rates and barrier configurations were tested. An examination of data and available literature indicate that, in terms of oil slick containment, the water spray barrier is superior to the pneumatic barrier. The construction and field testing of a prototype water spray barrier system should be initiated. (2 diagrams, 7 graphs, 3 tables)

  8. Permanent isolation surface barrier development plan

    International Nuclear Information System (INIS)

    The exhumation and treatment of wastes may not always be the preferred alternative in the remediation of a waste site. In-place disposal alternatives, under certain circumstances, may be the most desirable alternatives to use in the protection of human health and the environment. The implementation of an in-place disposal alternative will likely require some type of protective covering that will provide long-term isolation of the wastes from the accessible environment. Even if the wastes are exhumed and treated, a long-term barrier may still be needed to adequately dispose of the treated wastes or any remaining waste residuals. Currently, no open-quotes provenclose quotes long-term barrier is available. The Hanford Site Permanent Isolation Surface Barrier Development Program (BDP) was organized to develop the technology needed to provide a long-term surface barrier capability for the Hanford Site. The permanent isolation barrier technology also could be used at other sites. Permanent isolation barriers use engineered layers of natural materials to create an integrated structure with redundant protective features. Drawings of conceptual permanent isolation surface barriers are shown. The natural construction materials (e.g., fine soil, sand, gravel, riprap, asphalt) have been selected to optimize barrier performance and longevity. The objective of current designs is to use natural materials to develop a maintenance-free permanent isolation surface barrier that isolates wastes for a minimum of 1,000 years by limiting water drainage to near-zero amounts; reducing the likelihood of plant, animal, and human intrusion; controlling the exhalation of noxious gases; and minimizing erosion-related problems

  9. Permanent isolation surface barrier development plan

    Energy Technology Data Exchange (ETDEWEB)

    Wing, N.R.

    1994-01-01

    The exhumation and treatment of wastes may not always be the preferred alternative in the remediation of a waste site. In-place disposal alternatives, under certain circumstances, may be the most desirable alternatives to use in the protection of human health and the environment. The implementation of an in-place disposal alternative will likely require some type of protective covering that will provide long-term isolation of the wastes from the accessible environment. Even if the wastes are exhumed and treated, a long-term barrier may still be needed to adequately dispose of the treated wastes or any remaining waste residuals. Currently, no {open_quotes}proven{close_quotes} long-term barrier is available. The Hanford Site Permanent Isolation Surface Barrier Development Program (BDP) was organized to develop the technology needed to provide a long-term surface barrier capability for the Hanford Site. The permanent isolation barrier technology also could be used at other sites. Permanent isolation barriers use engineered layers of natural materials to create an integrated structure with redundant protective features. Drawings of conceptual permanent isolation surface barriers are shown. The natural construction materials (e.g., fine soil, sand, gravel, riprap, asphalt) have been selected to optimize barrier performance and longevity. The objective of current designs is to use natural materials to develop a maintenance-free permanent isolation surface barrier that isolates wastes for a minimum of 1,000 years by limiting water drainage to near-zero amounts; reducing the likelihood of plant, animal, and human intrusion; controlling the exhalation of noxious gases; and minimizing erosion-related problems.

  10. Phase transition – Break down the walls

    DEFF Research Database (Denmark)

    Wandahl, Søren

    2012-01-01

    . In a popular term this problem is often called “over the wall syndrome”. The manufacturing industry has worked with this for many years, in e.g. integrated product development, concurrent engineering, supply chain management, etc. Now the construction industry needs to focus more on these crucial inter...

  11. Rotary press utilizing a flexible die wall.

    Science.gov (United States)

    Amidon, G E; Smith, D P; Hiestand, E N

    1981-06-01

    A die with a flexible wall was constructed and evaluated on a specially modified instrumented rotary tablet press. The design permits an inward deflection of the die wall by a side punch, which rolls past a side compression roll during compression-decompression. The side compression roll is instrumented to monitor the applied side compression roll forces. On decompression, return of the die wall to its original position permits release of residual die wall pressure. The decreased residual die wall pressure can decrease fracture and capping of tablets for problem formulations. The performance was tested on three experimental formulations. For these formulations, tablets made in a conventional die exhibited severe capping problems. However, most tablets compressed in the special die were superior. With proper adjustment of punch and die wall compression forces, excellent tablets could be manufactured. The merits of the special die and modified tablet machine are substantiated, although this initial design did not provide adequate die wall pressure for all formulations. Further engineering efforts could result in practical production equipment.

  12. Drywall plates evaluation as protection barriers in dental X-rays and mammography facilities

    International Nuclear Information System (INIS)

    In the dental X-rays and mammography facilities, usually lead shielded walls as protective barriers are used. Lead is a good attenuator for X-rays, but has toxic properties and its cost is high. Mammography equipment s emit low-energy photons in the range of 25 keV to 35 keV, on current computers; the primary radiation beam is intercepted by the image receptor. Peri apical dental equipment s emit photons in the range of 50 to 90 keV, their filtration is fixed. These devices emit a collimated beam whose diameter is slightly larger than the diagonal dimension of a standard film of dental X-rays. When a dental x-ray is performed, the radiation beam is partially attenuated by the patient. Drywall is a material consisting of plasterboard between two cardboard layers, being its components gypsum and cellulose generally. It is used in construction for execution of interior walls, ceilings and wall coverings, could also serve as a replacement for lead as well as other materials. In this paper three drywall prototypes (Giplac), formed with 02, 04 and 06 drywall layers (13, 16 and 20 cm of thickness respectively) were tested as barriers against primary and secondary X-ray radiation that come from dental and mammography equipment s. The results show that the drywall prototype, 02 layers, efficiently attenuates the secondary radiation beam produced by conventional mammography equipment. And the prototype 04 and 06 layers, efficiently attenuates the primary radiation beam produced by peri apical dental equipment. (author)

  13. Green walls in Vancouver

    Energy Technology Data Exchange (ETDEWEB)

    Sharp, R. [Sharp and Diamond Landscape Architecture Inc., Vancouver, BC (Canada)

    2007-07-01

    With the renewed interest in design for microclimate control and energy conservation, many cities are implementing clean air initiatives and sustainable planning policies to mitigate the effects of urban climate and the urban heat island effect. Green roofs, sky courts and green walls must be thoughtfully designed to withstand severe conditions such as moisture stress, extremes in temperature, tropical storms and strong desiccating winds. This paper focused on the installation of green wall systems. There are 2 general types of green walls systems, namely facade greening and living walls. Green facades are trellis systems where climbing plants can grow vertically without attaching to the surface of the building. Living walls are part of a building envelope system where plants are actually planted and grown in a wall system. A modular G-SKY Green Wall Panel was installed at the Aquaquest Learning Centre at the Vancouver Aquarium in Stanley Park in September 2006. This green wall panel, which was originally developed in Japan, incorporates many innovative features in the building envelope. It provides an exterior wall covered with 8 species of plants native to the Coastal Temperate Rain Forest. The living wall is irrigated by rainwater collected from the roof, stored in an underground cistern and fed through a drip irrigation system. From a habitat perspective, the building imitates an escarpment. Installation, support systems, irrigation, replacement of modules and maintenance are included in the complete wall system. Living walls reduce the surface temperature of buildings by as much as 10 degrees C when covered with vegetation and a growing medium. The project team is anticipating LEED gold certification under the United States-Canada Green Building Council. It was concluded that this technology of vegetated building envelopes is applicable for acoustical control at airports, biofiltration of indoor air, greywater treatment, and urban agriculture and vertical

  14. Barriers and post-closure monitoring (AL121125)

    International Nuclear Information System (INIS)

    This project focuses on the rapid implementation of near-surface barriers, biotreatment, and post-closure monitoring technology. It uses water-permeable and biologic barriers that chemically capture and/or degrade contaminants without significantly altering the natural water flow regime. Barrier approaches are being tested for two different applications. The first is the use of barriers for confinement of chemical contaminants for in-trench treatments with leach systems or an in-place bioreactor. The second is an enhancement of the current practice of emplacing grout or clay slurry walls into direct horizontal surface and subsurface water flows around a contaminated area by integrating permeable reactive barriers and petroleum reservoir gel/foam/polymer technology

  15. Evolution of the Stability Work from Classic Retaining Walls to Mechanically Stabilized Earth Walls

    Directory of Open Access Journals (Sweden)

    Anghel Stanciu

    2008-01-01

    Full Text Available For the consolidation of soil mass and the construction of the stability works for roads infrastructure it was studied the evolution of these kinds of works from classical retaining walls - common concrete retaining walls, to the utilization in our days of the modern and competitive methods - mechanically stabilized earth walls. Like type of execution the variety of the reinforced soil is given by the utilization of different types of reinforcing inclusions (steel strips, geosynthetics, geogrids or facing (precast concrete panels, dry cast modular blocks, metal sheets and plates, gabions, and wrapped sheets of geosynthetics.

  16. Construction Organization Design of Industrialized House of Precast Reinforced Concrete Shear Wall Structure in Changyang Peninsula%长阳半岛装配整体式剪力墙结构施工组织设计

    Institute of Scientific and Technical Information of China (English)

    孔祥忠; 李浩; 李永敢; 王召新

    2012-01-01

    Based on engineering practice, authors analyze the difference of construction organization between industrialized house and traditional cast-in-situ structure, and describe the key points of industrialized house construction organization. They also make comparative analysis on construction process division and key lines of industrialized house and traditional cust-in-situ structure, then find the reasons of the difference. Furthermore, authors make prediction on development and problems of industrialized house construction organization and prospects on the reform.%结合实际工程经验,客观分析对比工业化住宅与传统现浇结构住宅在施工组织方面的差异,对工业化住宅楼施工组织要点进行阐述,并与类似户型传统现浇结构住宅在施工组织工序划分及关键线路形成等问题进行对比分析,找出引起两者施工组织差异的本质原因,最后对高装配化率工业化住宅施工组织可能面临的问题及可能发展的方向进行预测分析,对高装配化率工业化住宅施工组织模式的变革进行展望.

  17. The no-wall holographic model for vector quarkonia

    CERN Document Server

    Afonin, S S

    2016-01-01

    We use the no-wall holographic approach (a relative of the soft-wall one) to construct a universal description of vector mesons with arbitrary quark masses. The proposed model predicts a specific dependence of the parameters of radial Regge trajectories on the quark masses in a reasonable agreement with the meson phenomenology and some theoretical expectations.

  18. Solidification and microstructure of thin walled ductile cast iron

    DEFF Research Database (Denmark)

    Pedersen, Karl Martin

    2006-01-01

    In the recent years there has been an increasing interest in light constructions in order to save weight in e.g. cars. Ductile cast iron has good mechanical properties but it is necessary to re­duce the wall thicknesses of the castings in order to reduce the weight. Reducing the wall thicknesses ...

  19. Catalytic thermal barrier coatings

    Science.gov (United States)

    Kulkarni, Anand A.; Campbell, Christian X.; Subramanian, Ramesh

    2009-06-02

    A catalyst element (30) for high temperature applications such as a gas turbine engine. The catalyst element includes a metal substrate such as a tube (32) having a layer of ceramic thermal barrier coating material (34) disposed on the substrate for thermally insulating the metal substrate from a high temperature fuel/air mixture. The ceramic thermal barrier coating material is formed of a crystal structure populated with base elements but with selected sites of the crystal structure being populated by substitute ions selected to allow the ceramic thermal barrier coating material to catalytically react the fuel-air mixture at a higher rate than would the base compound without the ionic substitutions. Precious metal crystallites may be disposed within the crystal structure to allow the ceramic thermal barrier coating material to catalytically react the fuel-air mixture at a lower light-off temperature than would the ceramic thermal barrier coating material without the precious metal crystallites.

  20. Biointrusion test plan for the Permanent Isolation Surface Barrier Prototype

    International Nuclear Information System (INIS)

    This document provides a testing and monitoring plan for the biological component of the prototype barrier slated for construction at the Hanford Site. The prototype barrier is an aboveground structure engineered to demonstrate the basic features of an earthen cover system. It is designed to permanently isolate waste from the biosphere. The features of the barrier include multiple layers of soil and rock materials and a low-permeability asphalt sublayer. The surface of the barrier consists of silt loam soil, covered with plants. The barrier sides are reinforced with rock or coarse earthen-fill to protect against wind and water erosion. The sublayers inhibit plant and animal intrusion and percolation of water. A series of tests will be conducted on the prototype barrier over the next several years to evaluate barrier performance under extreme climatic conditions. Plants and animals will play a significant role in the hydrologic and water and wind erosion characteristics of the prototype barrier. Studies on the biological component of the prototype barrier will include work on the initial revegetation of the surface, continued monitoring of the developing plant community, rooting depth and dispersion in the context of biointrusion potential, the role of plants in the hydrology of the surface and toe regions of the barrier, the role of plants in stabilizing the surface against water and wind erosion, and the role of burrowing animals in the hydrology and water and wind erosion of the barrier

  1. Construction Technology of Steel Plate Internal Shear Hysteretic Energy Dissipation Damping Wall%钢板面内剪切滞回耗能阻尼墙施工技术∗

    Institute of Scientific and Technical Information of China (English)

    韩寿松; 万利民; 闫雨相; 翁浩; 卢育坤; 杨冬

    2015-01-01

    在近几年建筑抗震凸显其重要性的背景下,重要的公共建筑对建筑抗震提出了更高的要求,越来越多的建筑采用隔震和消能减震设计。海口希尔顿逸林酒店抗震设防等级为Ⅰ级,通过采用JY⁃SS型金属剪切型阻尼器的阻尼墙取代屈曲支撑结构,达到了消能减震的目的。分别从JY⁃SS型金属剪切型阻尼器、阻尼墙预留施工技术、阻尼器逆序安装技术等方面进行了研究,最终提高了阻尼器的安装精度及质量,降低了施工成本。%As the building anti⁃seismic becomes more important in recent years, the important public buildings have more strict requirement on building anti⁃seismic performance, thus more and more buildings using anti⁃vibration and energy dissipation design. The seismic fortification level of Hilton Yilin hotel in Haikou isⅠ. Authors use the damping wall of JY⁃SS shear metal dampers to replace buckling support structure for energy dissipation and cushioning. This paper makes a research on JY⁃SS shear metal dampers, damping wall reserved technology, and installing dampers in reverse order. Finally the installation accuracy and quality of dampers are improved, and the cost is reduced.

  2. A proteomic and genetic analysis of the Neurospora crassa conidia cell wall proteins identifies two glycosyl hydrolases involved in cell wall remodeling.

    Science.gov (United States)

    Ao, Jie; Aldabbous, Mash'el; Notaro, Marysa J; Lojacono, Mark; Free, Stephen J

    2016-09-01

    A proteomic analysis of the conidial cell wall identified 35 cell wall proteins. A comparison with the proteome of the vegetative hyphae showed that 16 cell wall proteins were shared, and that these shared cell wall proteins were cell wall biosynthetic proteins or cell wall structural proteins. Deletion mutants for 34 of the genes were analyzed for phenotypes indicative of conidial cell wall defects. Mutants for two cell wall glycosyl hydrolases, the CGL-1 β-1,3-glucanase (NCU07523) and the NAG-1 exochitinase (NCU10852), were found to have a conidial separation phenotype. These two enzymes function in remodeling the cell wall between adjacent conidia to facilitate conidia formation and dissemination. Using promoter::RFP and promoter::GFP constructs, we demonstrated that the promoters for 15 of the conidia-specific cell wall genes, including cgl-1 and nag-1, provided for conidia-specific gene expression or for a significant increase in their expression during conidiation. PMID:27381444

  3. On domain wall boundary conditions for the XXZ spin Hamiltonian

    DEFF Research Database (Denmark)

    Orlando, Domenico; Reffert, Susanne; Reshetikhin, Nicolai

    In this note, we derive the spectrum of the infinite quantum XXZ spin chain with domain wall boundary conditions. The eigenstates are constructed as limits of Bethe states for the finite XXZ spin chain with quantum sl(2) invariant boundary conditions.......In this note, we derive the spectrum of the infinite quantum XXZ spin chain with domain wall boundary conditions. The eigenstates are constructed as limits of Bethe states for the finite XXZ spin chain with quantum sl(2) invariant boundary conditions....

  4. Strengthening of Unreinforced Masonry Walls with Composite Materials

    OpenAIRE

    Ioana-Sorina Enţuc; N. Ţăranu; Gabriel Oprişan

    2004-01-01

    Unreinforced masonry (URM) is considered one of the oldest construction materials being until the end of XIXth century, the basic material for: foundations, walls, columns, volts, staircases, floor joints, roofs, retaining walls, drainage channels, barrages, etc. Construction with URM elements posses a series of advantages such as: fire resistance, thermal an acoustic insulations between interior and outside spaces, humidity resistance. However the URM elements have some significant inconveni...

  5. How cell wall complexity influences saccharification efficiency in Miscanthus sinensis

    NARCIS (Netherlands)

    Souza, De Amanda P.; Lessa Alvim Kamei, Claire; Torres Salvador, Andres Francisco; Pattathil, Sivakumar; Hahn, Michael G.; Trindade, Luisa M.; Buckeridge, Marcos S.

    2015-01-01

    The production of bioenergy from grasses has been developing quickly during the last decade, with Miscanthus being among the most important choices for production of bioethanol. However, one of the key barriers to producing bioethanol is the lack of information about cell wall structure. Cell wal

  6. Timber frame walls

    DEFF Research Database (Denmark)

    Hansen, Ernst Jan de Place; Brandt, Erik

    2010-01-01

    A ventilated cavity is usually considered good practice for removing moisture behind the cladding of timber framed walls. Timber frame walls with no cavity are a logical alternative as they are slimmer and less expensive to produce and besides the risk of a two-sided fire behind the cladding...

  7. International Divider Walls

    NARCIS (Netherlands)

    Kruis, A.; Sneller, A.C.W.(L.)

    2013-01-01

    The subject of this teaching case is the Enterprise Resource Planning (ERP) system implementation at International Divider Walls, the world market leader in design, production, and sales of divider walls. The implementation in one of the divisions of this multinational company had been successful, a

  8. Skyrmions and domain walls

    OpenAIRE

    Piette, B.; Zakrzewski, W. J.

    1997-01-01

    We study the 3+1 dimensional Skyrme model with a mass term different from the usual one. We show that this new model possesses domain walls solutions. We describe how, in the equivalent 2+1 dimensional model, the Skyrmion is absorbed by the wall.

  9. Ancient engineering geology projects in China; A canal system in Ganzu province and trenches along the Great Wall in Ningxia Hui Autonomous Region

    Science.gov (United States)

    Wallace, R.E.; Bucknam, R.C.; Hanks, T.C.

    1994-01-01

    Two major construction projects of ancient times in China involved what today would be considered engineering geology. We describe an ancient canal system in Gaotai County, Gansu province that was possibly begun in the Han dynasty (206 BC-220 AD). The canal system heads at the Dasha River and extends northwestward for about 55 km to the City of Camels and Xusanwan village. Four parallel canals are present at the local site we examined. The canals were likely built primarily to transport water but may also have served as defensive military barriers. A second project involves trenches and berms along the north side of the Great Wall, clearly part of the Great Wall defensive system. This site is in Ningxia Autonomous Region near the town of Shizuishan. ?? 1994.

  10. Complementary barrier infrared detector (CBIRD)

    Science.gov (United States)

    Ting, David Z. (Inventor); Bandara, Sumith V. (Inventor); Hill, Cory J. (Inventor); Gunapala, Sarath D. (Inventor)

    2013-01-01

    An infrared detector having a hole barrier region adjacent to one side of an absorber region, an electron barrier region adjacent to the other side of the absorber region, and a semiconductor adjacent to the electron barrier.

  11. 核电站双层安全壳施工技术的创新和需要研讨的问题%The Construction Technique Innovation for the Double-wall Containment of NPP and the Problems Needed for Discussion

    Institute of Scientific and Technical Information of China (English)

    王开华; 魏建国; 秦亚林; 钱伏华; 孙春峰; 周书奎; 杨金辉

    2015-01-01

    This paper describes the innovation of construction techniques of nuclear power plant double wall containment. Such as double hull construction sequence, template selection,reinforcing bar banding,embedded parts of installation,concrete configuration,prestressed tensioning,steel lining board installation,digitization and innovation of management information systems, etc. And according to the characteristics of the double shell construction,the need to continue improving the technical problems is put forward.%本文叙述了核电站双层安全壳施工技术的创新。诸如双壳施工顺序、模板选用、钢筋绑扎、预埋件安装、混凝土配置、预应力张拉、钢衬里安装、数字化和管理信息系统等方面的创新。并根据双壳施工特点,提出了需要继续改进的技术问题。

  12. Converse Barrier Certificate Theorem

    DEFF Research Database (Denmark)

    Wisniewski, Rafael; Sloth, Christoffer

    2013-01-01

    This paper presents a converse barrier certificate theorem for a generic dynamical system.We show that a barrier certificate exists for any safe dynamical system defined on a compact manifold. Other authors have developed a related result, by assuming that the dynamical system has no singular...... points in the considered subset of the state space. In this paper, we redefine the standard notion of safety to comply with generic dynamical systems with multiple singularities. Afterwards, we prove the converse barrier certificate theorem and illustrate the differences between ours and previous work by...

  13. Recycler barrier RF buckets

    CERN Document Server

    Bhat, C M

    2012-01-01

    The Recycler Ring at Fermilab uses a barrier rf system for all of its rf manipulations. In this paper, I will give an overview of historical perspective on barrier rf systems, the longitudinal beam dynamics issues, aspects of rf linearization to produce long flat bunches and methods used for emittance measurements of the beam in the RR barrier rf buckets. Current rf manipulation schemes used for antiproton beam stacking and longitudinal momentum mining of the RR beam for the Tevatron collider operation are explained along with their importance in spectacular success of the Tevatron luminosity performance.

  14. Recycler barrier RF buckets

    Energy Technology Data Exchange (ETDEWEB)

    Bhat, C.M.; /Fermilab

    2011-03-01

    The Recycler Ring at Fermilab uses a barrier rf systems for all of its rf manipulations. In this paper, I will give an overview of historical perspective on barrier rf system, the longitudinal beam dynamics issues, aspects of rf linearization to produce long flat bunches and methods used for emittance measurements of the beam in the RR barrier rf buckets. Current rf manipulation schemes used for antiproton beam stacking and longitudinal momentum mining of the RR beam for the Tevatron collider operation are explained along with their importance in spectacular success of the Tevatron luminosity performance.

  15. Sustainable development and construction industry in Malaysia

    Directory of Open Access Journals (Sweden)

    Suliman L. Kh. M.

    2009-12-01

    Full Text Available Sustainable construction is a way for the building and infrastructure industry to move towards achieving sustainable development, taking into account environmental, socioeconomic and cultural issues. Differing approaches and differing economic markets lead to different priorities. This paper presents the construction scenario of Malaysia and the developments in sustainable construction taking place in this country. Barriers to the implementation of sustainable construction are discussed. A list of recommendation was proposed to drive sustainable construction in this country. In conclusion, the status of sustainable construction in Malaysia is still in its infancy. The lack of awareness, training and education, ineffective procurement systems, existing public policies and regulatory frameworks are among the major barriers for sustainable construction in Malaysia. Besides the needs for capacities, technologies and tools, total and ardent commitment by all players in the construction sectors including the governments and the public atlarge are required in order to achieve sustainable construction in Malaysia.

  16. Murein and pseudomurein cell wall binding domains of bacteria and archaea-a comparative view

    NARCIS (Netherlands)

    Visweswaran, Ganesh Ram R.; Dijkstra, Bauke W.; Kok, Jan

    2011-01-01

    The cell wall, a major barrier protecting cells from their environment, is an essential compartment of both bacteria and archaea. It protects the organism from internal turgor pressure and gives a defined shape to the cell. The cell wall serves also as an anchoring surface for various proteins and a

  17. Passive solar construction handbook

    Energy Technology Data Exchange (ETDEWEB)

    Levy, E.; Evans, D.; Gardstein, C.

    1981-08-01

    Many of the basic elements of passive solar design are reviewed. The unique design constraints presented in passive homes are introduced and many of the salient issues influencing design decisions are described briefly. Passive solar construction is described for each passive system type: direct gain, thermal storage wall, attached sunspace, thermal storage roof, and convective loop. For each system type, important design and construction issues are discussed and case studies illustrating designed and built examples of the system type are presented. Construction details are given and construction and thermal performance information is given for the materials used in collector components, storage components, and control components. Included are glazing materials, framing systems, caulking and sealants, concrete masonry, concrete, brick, shading, reflectors, and insulators. The Load Collector Ratio method for estimating passive system performance is appended, and other analysis methods are briefly summarized. (LEW)

  18. Nuclear reactor vessel fuel thermal insulating barrier

    Science.gov (United States)

    Keegan, C. Patrick; Scobel, James H.; Wright, Richard F.

    2013-03-19

    The reactor vessel of a nuclear reactor installation which is suspended from the cold leg nozzles in a reactor cavity is provided with a lower thermal insulating barrier spaced from the reactor vessel that has a hemispherical lower section that increases in volume from the center line of the reactor to the outer extent of the diameter of the thermal insulating barrier and smoothly transitions up the side walls of the vessel. The space between the thermal insulating harrier and the reactor vessel forms a chamber which can be flooded with cooling water through passive valving to directly cool the reactor vessel in the event of a severe accident. The passive inlet valve for the cooling water includes a buoyant door that is normally maintained sealed under its own weight and floats open when the cavity is Hooded. Passively opening steam vents are also provided.

  19. 49 CFR 587.17 - Construction.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 7 2010-10-01 2010-10-01 false Construction. 587.17 Section 587.17 Transportation Other Regulations Relating to Transportation (Continued) NATIONAL HIGHWAY TRAFFIC SAFETY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION (CONTINUED) DEFORMABLE BARRIERS Offset Deformable Barrier § 587.17...

  20. Protection against malevolent use of vehicles at Nuclear Power Plants. Vehicle barrier system selection guidance

    International Nuclear Information System (INIS)

    This manual provides a simplified procedure for selecting land vehicle barriers that will stop the design basis vehicle threat adopted by the U.S. Nuclear Regulatory Commission. Proper selection and construction of vehicle barriers should prevent intrusion of the design basis vehicle. In addition, vital safety related equipment should survive a design basis vehicle bomb attack when vehicle barriers are properly selected, sited, and constructed. This manual addresses passive vehicle barriers, active vehicle barriers, and site design features that can be used to reduce vehicle impact velocity

  1. First wall for NET

    International Nuclear Information System (INIS)

    In collaboration with ANSALDO and within the frame of the European Fusion Tecnology Task N1 (Plasma Facing Components Design Studies), ENEA has performed a design an manufacturing feasibility study for the first wall of the Next European Torus (NET) during its ''physics'' operation phase. The main design specifications are average neutron wall load=1 MW/m2, peak surface heat flux=0.4 MW/m2, total number of burn pulses=1*104, average burn pulse duration=100 s, average neutron fluence=0.03 MWy/m2, structure material=AISI 316L SA, coolant=H2O at 50/100 centigrates (in/out). The reference ENEA-ANSALDO design is based on the use of flat plates coupled by microbrazing to poloidal cooling tubes. The technological development work has led to the design and manufacturing of a representative NET first wall box segment (0.65x 0.25x0.15 m) mockup which will be tested in the 190 kW Thermal Fatique Test Facility at JRC-Ispra. In this paper, we report on the various aspects of the basic experimental and theoretical investigations on the plasma-wall interactions for adequate protection of the first wall against erosion, global stress analysis of the first wall box, thecnological tests on brazed joints, and disign and manufacturing of the first wall mockup

  2. Moisture Management for High R-Value Walls

    Energy Technology Data Exchange (ETDEWEB)

    Lepage, R. [Building Science Corporation, Somerville, MA (United States); Schumacher, C. [Building Science Corporation, Somerville, MA (United States); Lukachko, A. [Building Science Corporation, Somerville, MA (United States)

    2013-11-01

    This report explains the moisture-related concerns for high R-value wall assemblies and discusses past Building America research work that informs this study. In this project, hygrothermal simulations were prepared for several common approaches to High R-value wall construction in six cities (Houston, Atlanta, Seattle, St. Louis, Chicago, and International Falls) representing a range of climate zones. The modeling program assessed the moisture durability of the wall assemblies based on three primary sources of moisture: construction moisture, air leakage condensation, and bulk water leakage; the report presents results of the study.

  3. Barriers to Effective Listening.

    Science.gov (United States)

    Hulbert, Jack E.

    1989-01-01

    Discusses the following barriers which interfere with listening efficiency: content, speaker, medium, distractions, mindset, language, listening speed, and feedback. Suggests ways to combat these obstacles to accurate comprehension. (MM)

  4. Overcoming Intercultural Communication Barriers.

    Science.gov (United States)

    Hulbert, Jack E.

    1994-01-01

    Describes an activity that helps students overcome the multicultural barriers that might be encountered in dealing with people from various cultures in a global economy. Outlines instructions, reporting procedures, principles to emphasize, and time required for the exercise. (HB)

  5. Information barriers and authentication

    International Nuclear Information System (INIS)

    Acceptance of nuclear materials into a monitoring regime is complicated if the materials are in classified shapes or have classified composition. An attribute measurement system with an information barrier can be emplo,yed to generate an unclassified display from classified measurements. This information barrier must meet two criteria: (1) classified information cannot be released to the monitoring party, and (2) the monitoring party must be convinced that the unclassified output accurately represents the classified input. Criterion 1 is critical to the host country to protect the classified information. Criterion 2 is critical to the monitoring party and is often termed the 'authentication problem.' Thus, the necessity for authentication of a measurement system with an information barrier stems directly from the description of a useful information barrier. Authentication issues must be continually addressed during the entire development lifecycle of the measurement system as opposed to being applied only after the system is built.

  6. The Unfolded Protein Response Is Induced by the Cell Wall Integrity Mitogen-activated Protein Kinase Signaling Cascade and Is Required for Cell Wall Integrity in Saccharomyces cerevisiae

    OpenAIRE

    Scrimale, Thomas; DiDone, Louis; de Mesy Bentley, Karen L.; Krysan, Damian J.

    2009-01-01

    The yeast cell wall is an extracellular structure that is dependent on secretory and membrane proteins for its construction. We investigated the role of protein quality control mechanisms in cell wall integrity and found that the unfolded protein response (UPR) and, to a lesser extent, endoplasmic reticulum (ER)-associated degradation (ERAD) pathways are required for proper cell wall construction. Null mutation of IRE1, double mutation of ERAD components (hrd1Δ and ubc7Δ) and ire1Δ, or expres...

  7. Tourism Development: Issues for Historic Walled Towns = Razvoj turizma v mestih z obzidjem

    OpenAIRE

    David Bruce; Tomi Brezovec

    2009-01-01

    This paper discusses issues in tourism development and visitor management in historic walled towns. Historic towns and walled towns in particular, attract tourists that enjoy the preserved medieval ambience, architecture and picturesque streets. Tourism has an impact on economic and social life as well as on the urban and natural environment. Walled towns and cities with their obvious barriers exemplify and crystallise issues, challenges, and opportunities critical to the development of touri...

  8. Plasma-wall interactions

    International Nuclear Information System (INIS)

    The plasma wall interactions for two extreme cases, the 'vacuum model' and the 'cold gas blanket' are outlined. As a first step for understanding the plasma wall interactions the elementary interaction processes at the first wall are identified. These are energetic ion and neutral particle trapping and release, ion and neutral backscattering, ion sputtering, desorption by ions, photons and electrons and evaporation. These processes have only recently been started to be investigated in the parameter range of interest for fusion research. The few measured data and their extrapolation into regions not yet investigated are reviewed

  9. Feasibility study of tank leakage mitigation using subsurface barriers

    Energy Technology Data Exchange (ETDEWEB)

    Treat, R.L.; Peters, B.B.; Cameron, R.J.; McCormak, W.D.; Trenkler, T.; Walters, M.F. [Ensearch Environmental, Inc. (United States); Rouse, J.K.; McLaughlin, T.J. [Bovay Northwest, Inc., Richland, WA (United States); Cruse, J.M. [Westinghouse Hanford Co., Richland, WA (United States)

    1994-09-21

    The US Department of Energy (DOE) has established the Tank Waste Remediation System (TWRS) to satisfy manage and dispose of the waste currently stored in the underground storage tanks. The retrieval element of TWRS includes a work scope to develop subsurface impermeable barriers beneath SSTs. The barriers could serve as a means to contain leakage that may result from waste retrieval operations and could also support site closure activities by facilitating cleanup. Three types of subsurface barrier systems have emerged for further consideration: (1) chemical grout, (2) freeze walls, and (3) desiccant, represented in this feasibility study as a circulating air barrier. This report contains analyses of the costs and relative risks associated with combinations retrieval technologies and barrier technologies that from 14 alternatives. Eight of the alternatives include the use of subsurface barriers; the remaining six nonbarrier alternative are included in order to compare the costs, relative risks and other values of retrieval with subsurface barriers. Each alternative includes various combinations of technologies that can impact the risks associated with future contamination of the groundwater beneath the Hanford Site to varying degrees. Other potential risks associated with these alternatives, such as those related to accidents and airborne contamination resulting from retrieval and barrier emplacement operations, are not quantitatively evaluated in this report.

  10. Feasibility study of tank leakage mitigation using subsurface barriers

    International Nuclear Information System (INIS)

    The US Department of Energy (DOE) has established the Tank Waste Remediation System (TWRS) to satisfy manage and dispose of the waste currently stored in the underground storage tanks. The retrieval element of TWRS includes a work scope to develop subsurface impermeable barriers beneath SSTs. The barriers could serve as a means to contain leakage that may result from waste retrieval operations and could also support site closure activities by facilitating cleanup. Three types of subsurface barrier systems have emerged for further consideration: (1) chemical grout, (2) freeze walls, and (3) desiccant, represented in this feasibility study as a circulating air barrier. This report contains analyses of the costs and relative risks associated with combinations retrieval technologies and barrier technologies that from 14 alternatives. Eight of the alternatives include the use of subsurface barriers; the remaining six nonbarrier alternative are included in order to compare the costs, relative risks and other values of retrieval with subsurface barriers. Each alternative includes various combinations of technologies that can impact the risks associated with future contamination of the groundwater beneath the Hanford Site to varying degrees. Other potential risks associated with these alternatives, such as those related to accidents and airborne contamination resulting from retrieval and barrier emplacement operations, are not quantitatively evaluated in this report

  11. Moisture and Thermal Conductivity of Lightweight Block Walls

    Science.gov (United States)

    Joosep, R.

    2015-11-01

    This article examines thermal properties of lightweight block walls and their changes over the course of time. Three different types of lightweight blocks and two types of heat insulation are used in construction. Aeroc aerated concrete blocks are in use, as well as compacted LECA (Lightweight Expanded Clay Aggregate) Fibo blocks made from burned clay and Silbet blocks produced from oil shale ash. Expanded Thermisol EPS60F polystyrene plates and glass wool Isover OL-P plates are used for thermal insulation. The actual and computational values of thermal conductivity and the water draining properties of walls over time are compared in this article. Water draining from glass wool walls is relatively fast. Water-draining can take over a year in polystyrene insulated walls. All four wall constructions can be used as external walls, but care must be taken regarding the moisture content of the blocks during construction (the construction should be handled with care to minimise the moisture in the blocks), especially in polystyrene board-insulated walls.

  12. State-of-the-Art Review on Sustainable Design and Construction of Quieter Pavements—Part 1: Traffic Noise Measurement and Abatement Techniques

    Directory of Open Access Journals (Sweden)

    MD Ohiduzzaman

    2016-08-01

    Full Text Available Noise pollution due to highway traffic has drawn the attention of transportation agencies worldwide. Noise pollution is an irritant to residents, especially in urban areas near roads with high traffic volume. In addition to its adverse effects on the quality of life, traffic noise can induce stress that could lead to sleep disturbance and anxiety. Traditionally, noise barrier walls have been used for highways to mitigate traffic noise. However, using barrier walls as a noise abatement measure has proven to be very expensive. In addition to the cost, noise barrier walls are not always effective because they must break the line of sight to work properly, which is not always possible in case of intersections or driveways. Therefore, researchers especially from Europe and USA have been very proactive to reduce the noise at source. A number of research studies show traffic noise can be reduced by using an alternative surface type or changing texture of the pavement while complying with other requirements of sustainability, i.e., safety, structural durability, construction and maintenance costs. This paper presents a comprehensive review of the research conducted on this subject. A review of the tire-pavement noise generation and amplification mechanism, various traffic noise measurement methods and correlation among these methods, in addition to the abatement techniques used by various agencies to reduce pavement noise, is also presented.

  13. Surface barrier research at the Hanford Site

    Energy Technology Data Exchange (ETDEWEB)

    Gee, G.W.; Ward, A.L.; Fayer, M.J. [Pacific Northwest National Lab., Richland, WA (United States)

    1997-12-31

    At the DOE Hanford Site, a field-scale prototype surface barrier was constructed in 1994 over an existing waste site as a part of a CERCLA treatability test. The above-grade barrier consists of a fine-soil layer overlying coarse layers of sands, gravels, basalt rock (riprap), and a low permeability asphalt layer. Two sideslope configurations, clean-fill gravel on a 10:1 slope and basalt riprap on a 2:1 slope, were built and are being tested. Design considerations included: constructability; drainage and water balance monitoring, wind and water erosion control and monitoring; surface revegetation and biotic intrusion; subsidence and sideslope stability, and durability of the asphalt layer. The barrier is currently in the final year of a three-year test designed to answer specific questions related to stability and long-term performance. One half of the barrier is irrigated such that the total water applied, including precipitation, is 480 mm/yr (three times the long-term annual average). Each year for the past two years, an extreme precipitation event (71 mm in 8 hr) representing a 1,000-yr return storm was applied in late March, when soil water storage was at a maximum. While the protective sideslopes have drained significant amounts of water, the soil cover (2-m of silt-loam soil overlying coarse sand and rock) has never drained. During the past year there was no measurable surface runoff or wind erosion. This is attributed to extensive revegetation of the surface. In addition, the barrier elevation has shown a small increase of 2 to 3 cm that is attributed to a combination of root proliferation and freeze/thaw activity. Testing will continue through September 1997. Performance data from the prototype barrier will be used by DOE in site-closure decisions at Hanford.

  14. A geologic evaluation of proposed lava diversion barriers for the NOAA Mauna Loa Observatory, Mauna Loa Volcano, Hawaii

    Science.gov (United States)

    Moore, H.J.

    1982-01-01

    Lava flow diversion barriers should protect the Mauna Loa Observatory from flows of reasonable magnitude if properly constructed. The a'a flow upon which the observatory is constructed represents a flow of reasonable magnitude. Proper construction of the barriers includes obtaining riprap from a zone exterior to the proposed V-shaped barrier so as to produce an exterior relief near 9.2 m for most of the barrier, construction of a channel about 8 m deep and 40 m wide along the east part of the barrier, and proper positioning of an isolated initiating barrier. Calculations suggest that the barriers should be able to handle peak volume flow rates near 800 m/s and possibly larger ones. Peak volume flow rates for the a'a flow upon which the observatory is constructed are estimated.

  15. 7 CFR Exhibit B-2 to Subpart I of... - Breakdown of Construction Development for Determining Percentage Construction Completed

    Science.gov (United States)

    2010-01-01

    ... concrete, usually reinforced, poured over gravel and a vapor barrier with perimeter insulation to prevent heat loss. 4. Subflooring 0 1 1 The installation of materials used for flooring that is laid directly... Instruction 1924-A, exhibit D of 7 CFR of part 1924, subpart A. 15. Dry wall 8 8 7 Dry walling is covering...

  16. Preliminary engineering specifications for a test demonstration multilayer protective barrier cover system

    International Nuclear Information System (INIS)

    This report presents preliminary engineering specifications for a test protective barrier cover system and support radiohydrology facility to be constructed at the Hanford Protective Barrier Test Facility (PBTF). Construction of this test barrier and related radiohydrology facility is part of a continuing effort to provide construction experience and performance evaluation of alternative barrier designs used for long-term isolation of disposed radioactive waste materials. Design specifications given in this report are tentative, based on interim engineering and computer simulation design efforts. Final definitive design specifications and engineering prints will be produced in FY 1986. 6 refs., 10 figs., 1 tab

  17. Moisture Management for High R-Value Walls

    Energy Technology Data Exchange (ETDEWEB)

    Lepage, R.; Schumacher, C.; Lukachko, A.

    2013-11-01

    The following report explains the moisture-related concerns for High R-value wall assemblies and discusses past Building America research work that informs this study. Hygrothermal simulations were prepared for several common approaches to High R-value wall construction in six cities (Houston, Atlanta, Seattle, St. Louis, Chicago, and International Falls) representing a range of climate zones (2, 3, 4C, 4, 5A, and 7, respectively). The simulations are informed by experience gained from past research in this area and validated by field measurement and forensic experience. The modeling program was developed to assess the moisture durability of the wall assemblies based on three primary sources of moisture: construction moisture, air leakage condensation, and bulk water leakage. The peak annual moisture content of the wood based exterior sheathing was used to comparatively analyze the response to the moisture loads for each of the walls in each given city. Walls which experienced sheathing moisture contents between 20% and 28% were identified as risky, whereas those exceeding 28% were identified as very high risk. All of the wall assemblies perform well under idealized conditions. However, only the walls with exterior insulation, or cavity insulation which provides a hygrothermal function similar to exterior insulation, perform adequately when exposed to moisture loads. Walls with only cavity insulation are particularly susceptible to air leakage condensation. None of the walls performed well when a precipitation based bulk water leak was introduced to the backside of the sheathing, emphasizing the importance of proper flashing details.

  18. Security barriers in the physical protection concept of nuclear facilities in Switzerland

    International Nuclear Information System (INIS)

    The presentation describes the structural security measures - security zones and barriers - used for the physical protection of nuclear facilities in Switzerland, especially nuclear power plants. Part 1 deals with the concept of security zones and barriers: arrangement and functions of security zones and barriers, requirements on the level of resistance of security barriers, allocation of buildings, systems and installations to security zones in nuclear facilities. Part 2 deals with examples concerning requirements, construction and inspection of the various security barriers, and describes the development of special components for security barriers

  19. The Humming Wall

    DEFF Research Database (Denmark)

    Morrison, Ann Judith; Manresa-Yee, Cristina; Jensen, Brian Walther Skovgaard;

    2016-01-01

    We observed interactions with The Humming Wall, a vibrotactile and vibroacoustic interactive artifact placed in an urban park. Prior studies have focused on interactivity with primarily vision based systems (or with this system, the interaction between the wall and a wearable vibrotactile vest). ......-vibroacoustic interactive artifact in a public space.......We observed interactions with The Humming Wall, a vibrotactile and vibroacoustic interactive artifact placed in an urban park. Prior studies have focused on interactivity with primarily vision based systems (or with this system, the interaction between the wall and a wearable vibrotactile vest...... and groups with children. We contribute incrementally on confirming findings with prior studies on interactive public displays but in this instance the interactions are with vibro-tactile-acoustic responses. In addition, we innovate with the first study that demonstrates the successful use of a vibrotactile...

  20. Anterior vaginal wall repair

    Science.gov (United States)

    ... your health care provider may have you learn pelvic floor muscle exercises ( Kegel exercises ), use estrogen cream in ... GM. Anatomic defects of the abdominal wall and pelvic floor: abdominal and inguinal hernias, cystocele, urethrocele, enterocele, rectocele, ...

  1. Developing Key Parameters for Green Performance of Partition Wall Blocks

    Directory of Open Access Journals (Sweden)

    Goh Cheng Siew

    2016-01-01

    Full Text Available To promote sustainable construction, it is important to consider green performance of construction materials throughout the life cycle. Selecting inappropriate materials could not only affect the functional performance but also preclude the achievement of green building performance as a whole. Green performance of construction materials has therefore been one of the primary considerations of green building assessment systems. Using partition wall blocks as an example, this paper examines green performance of building materials primarily from the cradle to gate boundaries. Nine key parameters are proposed for the green performance of partition wall blocks. Apart from environmental features, technical performance of partition wall blocks is also taken into consideration since it is the determinant of the lifecycle performance. This paper offers a roadmap to decision makers to make environmentally responsible choices for their materials of internal walls and partitions, and hence provides a potential sustainable solution for green buildings.

  2. Saving the Barrier by Prevention.

    Science.gov (United States)

    Weisshaar, Elke

    2016-01-01

    One third of all occupation-related diseases are diseases of the skin, and in most of these cases the skin barrier is involved. Professions such as metalworkers, hairdressers, and health care and construction workers are mainly affected. Among them, contact dermatitis is the leading skin disease. It usually presents as hand eczema caused by or leading to impaired barrier function. All this significantly impacts the function of the hands, reduces the ability to work and especially impairs the patient's quality of life. Diagnostics and therapy are of great importance; in addition, prevention programs are meanwhile an important mainstay of the overall therapeutic concept. They comprise measures of secondary (outpatient) and tertiary (inpatient) prevention. Secondary prevention measures include occupation-tailored teaching and prevention programs, and the dermatologist's examination and report. In severe cases or if therapy is not successful in the long term, or if the diagnosis is not clear, measures of tertiary prevention may come into action. They are offered as an inpatient treatment and prevention program. The aims are prevention of the job loss, but especially to reach a long-term healing up and getting back to normal occupational and leisure life in the sense of attaining full quality of life. During the last years, research in Germany has shown that the different measures of prevention in occupational dermatology are very effective. This integrated concept of an in-/outpatient disease management reveals remarkable pertinent efficacy for patients with severe occupational dermatoses in at-risk professions. PMID:26844907

  3. Conducting Wall Hall Thrusters

    Science.gov (United States)

    Goebel, Dan M.; Hofer, Richard R.; Mikellides, Ioannis G.; Katz, Ira; Polk, James E.; Dotson, Brandon

    2013-01-01

    A unique configuration of the magnetic field near the wall of Hall thrusters, called Magnetic Shielding, has recently demonstrated the ability to significantly reduce the erosion of the boron nitride (BN) walls and extend the life of Hall thrusters by orders of magnitude. The ability of magnetic shielding to minimize interactions between the plasma and the discharge chamber walls has for the first time enabled the replacement of insulating walls with conducting materials without loss in thruster performance. The boron nitride rings in the 6 kW H6 Hall thruster were replaced with graphite that self-biased to near the anode potential. The thruster efficiency remained over 60% (within two percent of the baseline BN configuration) with a small decrease in thrust and increase in Isp typical of magnetically shielded Hall thrusters. The graphite wall temperatures decreased significantly compared to both shielded and unshielded BN configurations, leading to the potential for higher power operation. Eliminating ceramic walls makes it simpler and less expensive to fabricate a thruster to survive launch loads, and the graphite discharge chamber radiates more efficiently which increases the power capability of the thruster compared to conventional Hall thruster designs.

  4. Thermal Performance of Uninsulated and Partially Filled Wall Cavities: Preprint

    Energy Technology Data Exchange (ETDEWEB)

    Ridouane, E. H.; Bianchi, M.

    2011-08-01

    Low-rise, wood-framed homes are the most common type of residential structures in the United States. Wood wall construction supports roofs efficiently and provides a stable frame for attaching interior and exterior wall coverings. Wall cavities are prevalent and increase thermal resistance, particularly when they are filled with insulating material. This paper describes detailed computational fluid dynamics modeling to evaluate the thermal performance of uninsulated or partially filled wall cavities and accounts for conduction through framing, convection, and radiation. Parameters are ambient outdoor temperature, cavity surface emissivity, cavity aspect ratio, and insulation height. Understanding the thermal performance of uninsulated or partially insulated wall cavities is essential for conserving energy in residential buildings. The results can serve as input for building energy simulation tools such as DOE2 and EnergyPlus for modeling the temperature dependent energy performance of new and older homes with uninsulated or partially insulated walls.

  5. Vertical barriers with increased sorption capacities

    Energy Technology Data Exchange (ETDEWEB)

    Bradl, H.B. [Bilfinger + Berger Bauaktiengesellschaft, Mannheim (Germany)

    1997-12-31

    Vertical barriers are commonly used for the containment of contaminated areas. Due to the very small permeability of the barrier material which is usually in the order of magnitude of 10-10 m/s or less the advective contaminant transport can be more or less neglected. Nevertheless, there will always be a diffusive contaminant transport through the barrier which is caused by the concentration gradient. Investigations have been made to increase the sorption capacity of the barrier material by adding substances such as organoclays, zeolites, inorganic oxides and fly ashes. The contaminants taken into account where heavy metals (Pb) and for organic contaminants Toluole and Phenantrene. The paper presents results of model calculations and experiments. As a result, barrier materials can be designed {open_quotes}tailor-made{close_quotes} depending on the individual contaminant range of each site (e.g. landfills, gasworks etc.). The parameters relevant for construction such as rheological properties, compressive strength and permeability are not affected by the addition of the sorbents.

  6. Surface stability test plan for protective barriers

    International Nuclear Information System (INIS)

    Natural-material protective barriers for long-term isolation of buried waste have been identified as integral components of a plan to isolate a number of Hanford defense waste sites. Standards currently being developed for internal and external barrier performance will mandate a barrier surface layer that is resistant to the eolian erosion processes of wind erosion (deflation) and windborne particle deposition (formation of sand dunes). Thus, experiments are needed to measure rates of eolian erosion processes impacting those surfaces under different surface and climatological conditions. Data from these studies will provide information for use in the evaluation of selected surface layers as a means of providing stable cover over waste sites throughout the design life span of protective barriers. The multi-year test plan described in this plan is directed at understanding processes of wind erosion and windborne particle deposition, providing measurements of erosion rates for models, and suggesting construction materials and methods for reducing the effect of long-term eolian erosion on the barrier. Specifically, this plan describes possible methods to measure rates of eolian erosion, including field and laboratory procedure. Advantages and disadvantages of laboratory (wind tunnel) tests are discussed, and continued wind tunnel tests are recommended for wind erosion studies. A comparison between field and wind tunnel erosive forces is discussed. Plans for testing surfaces are described. Guidance is also presented for studying the processes controlling sand dune and blowout formation. 24 refs., 7 figs., 3 tabs

  7. INTEGRATED ENERGY EFFICIENT WINDOW-WALL SYSTEMS

    Energy Technology Data Exchange (ETDEWEB)

    Michael Arney, Ph.D.

    2002-12-31

    The building industry faces the challenge of reducing energy use while simultaneously improving construction methods and marketability. This paper describes the first phase of a project to address these concerns by designing an Integrated Window Wall System (IWWS) that can be commercialized. This work builds on previous research conducted during the 1990's by Lawrence Berkeley national Laboratories (LBNL). During this phase, the objective was to identify appropriate technologies, problems and issues and develop a number of design concepts. Four design concepts were developed into prototypes and preliminary energy analyses were conducted Three of these concepts (the foam wall, steel wall, and stiffened plate designs) showed particular potential for meeting the project objectives and will be continued into a second phase where one or two of the systems will be brought closer to commercialization.

  8. Sustainable development and construction industry in Malaysia

    OpenAIRE

    Suliman L. Kh. M.; Abdelnaser Omran

    2009-01-01

    Sustainable construction is a way for the building and infrastructure industry to move towards achieving sustainable development, taking into account environmental, socioeconomic and cultural issues. Differing approaches and differing economic markets lead to different priorities. This paper presents the construction scenario of Malaysia and the developments in sustainable construction taking place in this country. Barriers to the implementation of sustainable construction are discussed. A li...

  9. Neutron Wall at RIBLL Ⅱ

    Institute of Scientific and Technical Information of China (English)

    XuHuagen; XuHushan; LiWenfei; ZhanWenlong; XiaoGuoqing; GuoZhongyan; SunZhiyu; LiChen; ChenRuofu; MaYue; ZhangXueying[; JiaFei

    2003-01-01

    With the construction of the new Radioactive Ion Beam Line in Lanzhou (RIBLL Ⅱ) which connecting the CSRm and the CSRe, an experimental setup.The Time-of-Flight (ToF) technique was recognized as one of the best ways for neutron detection and it, is employed by the neutrons wall. Considering the high neutron multiplicity, the detector shouldal so have the ability to resolve the multiple hits. Moreover, a high detection efficiency for the neutrons with energies ranging from 100MeV to 1 GeV is also required besides the high granularity. In this case, the sampling hadronic calorimeter type of detector has been selected. In order to estimate the performance of the detector and

  10. Creating universes with thick walls

    Science.gov (United States)

    Ulvestad, Andrew; Albrecht, Andreas

    2012-05-01

    We study the dynamics of a spherically symmetric false vacuum bubble embedded in a true vacuum region separated by a “thick wall”, which is generated by a scalar field in a quartic potential. We study the “Farhi-Guth-Guven” (FGG) quantum tunneling process by constructing numerical solutions relevant to this process. The Arnowitt-Deser-Misner mass of the spacetime is calculated, and we show that there is a lower bound that is a significant fraction of the scalar field mass. We argue that the zero mass solutions used to by some to argue against the physicality of the FGG process are artifacts of the thin wall approximation used in earlier work. We argue that the zero mass solutions should not be used to question the viability of the FGG process.

  11. Construction management

    CERN Document Server

    Pellicer, Eugenio; Teixeira, José C; Moura, Helder P; Catalá, Joaquín

    2014-01-01

    The management of construction projects is a wide ranging and challenging discipline in an increasingly international industry, facing continual challenges and demands for improvements in safety, in quality and cost control, and in the avoidance of contractual disputes. Construction Management grew out of a Leonardo da Vinci project to develop a series of Common Learning Outcomes for European Managers in Construction. Financed by the European Union, the project aimed to develop a library of basic materials for developing construction management skills for use in a pan-European context. Focused exclusively on the management of the construction phase of a building project from the contractor's point of view, Construction Management covers the complete range of topics of which mastery is required by the construction management professional for the effective delivery of new construction projects. With the continued internationalisation of the construction industry, Construction Management will be required rea...

  12. Method of installing subsurface barrier

    Science.gov (United States)

    Nickelson, Reva A.; Richardson, John G.; Kostelnik, Kevin M.; Sloan, Paul A.

    2007-10-09

    Systems, components, and methods relating to subterranean containment barriers. Laterally adjacent tubular casings having male interlock structures and multiple female interlock structures defining recesses for receiving a male interlock structure are used to create subterranean barriers for containing and treating buried waste and its effluents. The multiple female interlock structures enable the barriers to be varied around subsurface objects and to form barrier sidewalls. The barrier may be used for treating and monitoring a zone of interest.

  13. COMPREHENSIVE DESIGN METHOD OF FREEZE WALL AND ITS APPLICATION

    Institute of Scientific and Technical Information of China (English)

    CHENXiangsheng

    1995-01-01

    Artificially ground freezing (AGF) is one of the main methods to establish temporary support for shaft sinking in unstable water bearing strata. Domke(1915) formula based on frozen soil strength has widely been used for designing freeze wall thickness. However, it can not ensure the stability of freeze wall, nor guarantee the safety of shaft construction as frozen depth increase in unstable water bearing strata. F.A.Auld (1985, 1988) presented a design method of freeze wall, which is on the basis of strength and stability, together with deformation of freeze wall.He combined deformation of freeze wall, lining and deformation of freeze tube to set up a comprehensive design method for freeze wall. This paper, according to the practice in China, describes a comprehensive design method for deep freeze wall, considering influence of excavation rate of advance, unsupported length of freeze wall and the sump state on inward deformation of freeze wall, and the allowable pipe deformation caused by inward deformation of freeze wall. Finally, successful application of this method to the large scale coal mine-Jining No.2 Mine in Shandong Province of China, is presented.It saved much investment compared with F.A.Auld's design for the same mine on behalf of Shell Coal International.

  14. Skin barrier in rosacea.

    Science.gov (United States)

    Addor, Flavia Alvim Sant'Anna

    2016-01-01

    Recent studies about the cutaneous barrier demonstrated consistent evidence that the stratum corneum is a metabolically active structure and also has adaptive functions, may play a regulatory role in the inflammatory response with activation of keratinocytes, angiogenesis and fibroplasia, whose intensity depends primarily on the intensity the stimulus. There are few studies investigating the abnormalities of the skin barrier in rosacea, but the existing data already show that there are changes resulting from inflammation, which can generate a vicious circle caused a prolongation of flare-ups and worsening of symptoms. This article aims to gather the most relevant literature data about the characteristics and effects of the state of the skin barrier in rosacea. PMID:26982780

  15. Asthma: the importance of dysregulated barrier immunity.

    Science.gov (United States)

    Lambrecht, Bart N; Hammad, Hamida

    2013-12-01

    Chronic asthma is an inflammatory disease of the airway wall that leads to bronchial smooth muscle hyperreactivity and airway obstruction, caused by inflammation, goblet cell metaplasia, and airway wall remodeling. In response to allergen presentation by airway DCs, T-helper lymphocytes of the adaptive immune system control many aspects of the disease through secretion of IL-4, IL-5, IL-13, IL-17, and IL-22, and these are counterbalanced by cytokines produced by Treg cells. Many cells of the innate immune system such as mast cells, basophils, neutrophils, eosinophils, and innate lymphoid cells also play an important role in disease pathogenesis. Barrier epithelial cells are being ever more implicated in disease pathogenesis than previously thought, as these cells have in recent years been shown to sense exposure to allergens via pattern recognition receptors and to activate conventional and inflammatory-type DCs and other innate immune cells through the secretion of thymic stromal lymphopoietin, granulocyte-macrophage colony stimulating factor, IL-1, IL-33, and IL-25. Understanding this cytokine crosstalk between barrier epithelial cells, DCs, and immune cells provides important insights into the mechanisms of allergic sensitization and asthma progression as discussed in this review. PMID:24165907

  16. Tank wall thinning -- Process and programs

    International Nuclear Information System (INIS)

    In-service thinning of tank walls has occurred in the power industry and can pose a significant risk to plant safety and dependability. Appropriate respect for the energy stored in a high-pressure drain tank warrants a careful consideration of this possibility and appropriate action in order to assure the adequate safety margins against leakage or rupture. Although it has not proven to be a widespread problem, several cases of wall thinning and at least one recent tank rupture has highlighted this issue in recent years, particularly in nuclear power plants. However, the problem is not new or unique to the nuclear power industry. Severe wall thinning in deaerator tanks has been frequently identified at fossil-fueled power plants. There are many mechanisms which can contribute to tank wall thinning. Considerations for a specific tank are dictated by the system operating conditions, tank geometry, and construction material. Thinning mechanisms which have been identified include: Erosion/Corrosion Impingement Erosion Cavitation Erosion General Corrosion Galvanic Corrosion Microbial-induced Corrosion of course there are many other possible types of material degradation, many of which are characterized by pitting and cracking. This paper specifically addresses wall thinning induced by Erosion/Corrosion (also called Flow-Accelerated Corrosion) and Impingement Erosion of tanks in a power plant steam cycle. Many of the considerations presented are applicable to other types of vessels, such as moisture separators and heat exchangers

  17. Green walls : an environmental alternative for the city

    Energy Technology Data Exchange (ETDEWEB)

    Henriques Ardila, V.; Giraldo Restrepo, M.C.; Echeverri Montoya, L.F.; Cano Sepulveda, O.E.; Restrepo Acosta, A.C. [Univ. Pontificia Bolivariana, Medellin (Colombia). Faculty of Architecture

    2009-07-01

    The City of Medellin in Colombia is faced with environmental problems such as air pollution, noise pollution, flooding and urban heat island (UHI) effect. Since many of these problems can be linked to the construction industry, new strategies are needed to lessen the environmental impact of buildings. This paper proposed the use of green walls for the facade of buildings. Similar to green roofs, green walls offer cleaner air and cooler cities. They absorb noise, reduce energy consumption, and result in less untreated storm water running into rivers and streams, and offer more natural habitat for native plants and animals, thus supporting greater biodiversity. A prefabricated piece of green wall was designed for use on building envelopes, interior partitions, facades and landscape enclosures. The green wall can be self-supported, self-irrigated and self-fertilized by an integrated conduit system. Unlike other pre-existing elements, the vegetation in the green wall is integrated within the wall construction instead of being adhered to it. The proposed prefabricated design allows for individual replacement of the vegetation components in the event that a plant dies. The versatile system can be used in any type of building. Testing of some prototypes revealed that the green walls are very efficient in acoustic absorption, and useful in areas exposed to lots of noise. It was concluded that this construction method has the potential to generate well-being and balance between urban dwellers and their environment. 8 refs., 2 tabs., 14 figs.

  18. Experimental Study on Tsunami Risk Reduction on Coastal Building Fronted by Sea Wall

    Directory of Open Access Journals (Sweden)

    Sadia Rahman

    2014-01-01

    Full Text Available This experimental study was conducted to idealize the efficacy of sea wall in controlling the tsunami forces on onshore structures. Different types of sea walls were placed in front of the building model. The tsunami forces and the wave heights were measured with and without the sea wall conditions. Types of sea wall, wall height, and wall positions were varied simultaneously to quantify the force reductions. Maximum of 41% forces was reduced by higher sea wall, positioned closer proximity to the model whereas this reduction was about 27% when the wall height was half of the high wall. Experimental investigations revealed that wall with adequate height and placed closer to the structures enables a satisfactory predictor of the force reduction on onshore structures. Another set of tests were performed with perforated wall placing near the building model. Less construction cost makes the provision of perforated sea wall interesting. The overall results showed that the efficacy of perforated wall is almost similar to solid wall. Hence, it can be efficiently used instead of solid wall. Moreover, overtopped water that is stuck behind the wall is readily gone back to the sea through perforations releasing additional forces on the nearby structures.

  19. Barrier isolators as an alternative to a cleanroom.

    Science.gov (United States)

    Tillett, L

    1999-07-15

    The use of barrier isolators as an alternative to a cleanroom for the preparation of sterile products at ASHP-defined risk levels 2 and 3 and cytotoxic and hazardous drugs is described. The two isolators selected provide enclosed microenvironments. The isolator used for preparing products of risk level 2 has white acrylic and polycarbonate rigid walls that isolate the sterile product from the operator. The isolator used for preparing level 3 products and cytotoxic and hazardous drugs has epoxy-painted steel walls, a front window, and a pair of glove ports; its design theoretically prevents cross contamination between the operator and the product under preparation and between the product and the external environment. An independent contractor familiar with barrier isolators certifies the equipment every six months. A random microbiological sampling is periodically compared with a control. The isolators have been in operation since July 1998 without microbial growth in any sample tested. The barrier isolators cost more than traditional laminar-airflow hoods, but the hospital considers the barrier isolators to be more cost-effective than a cleanroom. A cost saving in supplies for cytotoxic and hazardous drug preparation as a result of a reduction in overall gown and glove use was observed. Barrier isolators offer an alternative to a cleanroom for the preparation of products at risk levels 2 and 3 and offer an aseptic, safe environment for preparing cytotoxic and hazardous agents.

  20. Mouse bladder wall injection.

    Science.gov (United States)

    Fu, Chi-Ling; Apelo, Charity A; Torres, Baldemar; Thai, Kim H; Hsieh, Michael H

    2011-07-12

    Mouse bladder wall injection is a useful technique to orthotopically study bladder phenomena, including stem cell, smooth muscle, and cancer biology. Before starting injections, the surgical area must be cleaned with soap and water and antiseptic solution. Surgical equipment must be sterilized before use and between each animal. Each mouse is placed under inhaled isoflurane anesthesia (2-5% for induction, 1-3% for maintenance) and its bladder exposed by making a midline abdominal incision with scissors. If the bladder is full, it is partially decompressed by gentle squeezing between two fingers. The cell suspension of interest is intramurally injected into the wall of the bladder dome using a 29 or 30 gauge needle and 1 cc or smaller syringe. The wound is then closed using wound clips and the mouse allowed to recover on a warming pad. Bladder wall injection is a delicate microsurgical technique that can be mastered with practice.

  1. Light shining through walls

    CERN Document Server

    Redondo, Javier

    2010-01-01

    Shining light through walls? At first glance this sounds crazy. However, very feeble gravitational and electroweak effects allow for this exotic possibility. Unfortunately, with present and near future technologies the opportunity to observe light shining through walls via these effects is completely out of question. Nevertheless there are quite a number of experimental collaborations around the globe involved in this quest. Why are they doing it? Are there additional ways of sending photons through opaque matter? Indeed, various extensions of the standard model of particle physics predict the existence of new particles called WISPs - extremely weakly interacting slim particles. Photons can convert into these hypothetical particles, which have no problems to penetrate very dense materials, and these can reconvert into photons after their passage - as if light was effectively traversing walls. We review this exciting field of research, describing the most important WISPs, the present and future experiments, th...

  2. Axion domain wall baryogenesis

    Energy Technology Data Exchange (ETDEWEB)

    Daido, Ryuji; Kitajima, Naoya [Department of Physics, Tohoku University,Sendai 980-8578 (Japan); Takahashi, Fuminobu [Department of Physics, Tohoku University,Sendai 980-8578 (Japan); Kavli IPMU, TODIAS, University of Tokyo,Kashiwa 277-8583 (Japan)

    2015-07-28

    We propose a new scenario of baryogenesis, in which annihilation of axion domain walls generates a sizable baryon asymmetry. Successful baryogenesis is possible for a wide range of the axion mass and decay constant, m≃10{sup 8}–10{sup 13} GeV and f≃10{sup 13}–10{sup 16} GeV. Baryonic isocurvature perturbations are significantly suppressed in our model, in contrast to various spontaneous baryogenesis scenarios in the slow-roll regime. In particular, the axion domain wall baryogenesis is consistent with high-scale inflation which generates a large tensor-to-scalar ratio within the reach of future CMB B-mode experiments. We also discuss the gravitational waves produced by the domain wall annihilation and its implications for the future gravitational wave experiments.

  3. Double wall underground storage tank

    Energy Technology Data Exchange (ETDEWEB)

    Canaan, E.B. Jr.; Wiegand, J.R.; Bartlow, D.H.

    1993-07-06

    A double wall underground storage tank is described comprising: (a) a cylindrical inner wall, (b) a cylindrical outer wall comprising plastic resin and reinforcement fibers, and (c) a layer of spacer filaments wound around the inner wall, the spacer filaments separating the inner and outer walls, and the spacer filaments being at least partially surrounded by voids to enable liquids to flow along the filaments.

  4. Back Reaction from Walls

    CERN Document Server

    Di Dio, Enea; Durrer, Ruth

    2011-01-01

    We study the distance-redshift relation in a universe filled with 'walls' of pressure-less dust separated by under dense regions. We show that as long as the density contrast of the walls is small, or the diameter of the under dense regions is much smaller than the Hubble scale, the distance-redshift relation remains close to what is obtained in a Friedmann universe. However, when arbitrary density contrasts are allowed, every prescribed distance-redshift relation can be reproduced with such models.

  5. UWB Propagation through Walls

    Directory of Open Access Journals (Sweden)

    M. Hajek

    2006-04-01

    Full Text Available The propagation of ultra wide band (UWB signals through walls is analyzed. For this propagation studies, it is necessary to consider not only propagation at a single frequency but in the whole band. The UWB radar output signal is formed by both transmitter and antenna. The effects of antenna receiving and transmitting responses for various antenna types (such as small and aperture antennas are studied in the frequency as well as time domain. Moreover, UWB radar output signals can be substantially affected due to electromagnetic wave propagation through walls and multipath effects.

  6. Side-wall sampler

    Energy Technology Data Exchange (ETDEWEB)

    Morrison, B.

    1969-11-01

    A side-wall sampler which is capable of taking samples from the walls of test holes to a depth of 1,000 ft or more is described. Samples have been extracted from till, clay, silt, and fine- to coarse-grained sands in drift and nonindurated bedrock from more than 1,000 test holes in S. Saskatchewan. Side-hole sampling is faster and cheaper than conventional sampling methods and is ideally suited for geological investigations. Mineralogical paleonto- locical and radiocarbon analyses have been determined on side-hole cores.

  7. WAVE TRANSMISSION AND REFLECTION DUE TO A THIN VERTICAL BARRIER

    Institute of Scientific and Technical Information of China (English)

    2001-01-01

    A numerical method, the boundary fitted coordinate method (BFC),was used to investigate the transmission and reflection of water waves due to a rigid thin vertical barrier descending from the water surface to a depth, i. e. , a curtain-wall type breakwater. A comparison between the present computed results and previous experimental and analytical results was carried out which verifies the prediction of the BFC method. Wave transmission and reflection due to the barrier were computed, and the transmission and refiection coefficients were given in a figure.

  8. Barriers in Quantum Gravity

    OpenAIRE

    Ambjorn, Jan

    1994-01-01

    I discuss recent progress in our understanding of two barriers in quantum gravity: $c > 1$ in the case of 2d quantum gravity and $D > 2$ in the case of Euclidean Einstein-Hilbert gravity formulated in space-time dimensions $D >2$.

  9. Breaking Down Barriers.

    Science.gov (United States)

    Watkins, Beverly T.

    1994-01-01

    Faculty at 11 higher education institutions in California, New Mexico, Texas, and northern Mexico have been experimenting with computer conferencing on the BESTNET (Bilingual English-Spanish Telecommunications Network). The growing system is credited with creating an international student-faculty community that crosses cultural barriers for…

  10. APPLICATION OF ARCH STEEL SHEET CONCRETE COMPOSITE SHEAR WALL CONSTRUCTION TECHNIQUE IN BEIJING OLYMPIC PARK TOWER PROJECT%圆弧钢板混凝土组合剪力墙施工技术在北京奥林匹克公园瞭望塔工程中的应用

    Institute of Scientific and Technical Information of China (English)

    杨秉钧; 焦勇; 徐德林; 付雅娣

    2013-01-01

    The Watch Tower Project in Beijing Olympic Park is a high-rise steel structure with a huge volume. After careful calculation, it is determined to use steel sheet composite shear wall structure, which could not only bear the load of upper part, but also integrate with the tower base to stabilize the tower body. Under precondition of ensuring structure safety, building functions are successfully realized and ideal application effects are obtained through adoption of a series construction techniques, including steel column installation, steel sheet wall installation, steel bar binding, formwork installation, concrete pouring, formwork dismantlement and next steel bar binding, as well as successful disposal of difficulties in connection between steel bar and steel sheet.%北京奥林匹克公园瞭望塔工程为高耸钢结构,塔体总量很大,经过详细计算,决定采用钢板组合剪力墙结构,既能承受上部荷载,还能与塔座组成整体形成对塔身的嵌固.通过采取钢柱安装、钢板墙安装、钢筋绑扎、模板安装、混凝土浇筑、模板拆除、下一步钢筋绑扎等一系列施工技术,以及对钢筋与钢板之间的连接这一难点问题进行处理,在保证结构安全性的前提下,很好地实现了建筑功能,取得了理想的应用效果.

  11. Thermal barrier coatings application in diesel engines

    Science.gov (United States)

    Fairbanks, J. W.

    1995-01-01

    Commercial use of thermal barrier coatings in diesel engines began in the mid 70's by Dr. Ingard Kvernes at the Central Institute for Industrial Research in Oslo, Norway. Dr. Kvernes attributed attack on diesel engine valves and piston crowns encountered in marine diesel engines in Norwegian ships as hot-corrosion attributed to a reduced quality of residual fuel. His solution was to coat these components to reduce metal temperature below the threshold of aggressive hot-corrosion and also provide protection. Roy Kamo introduced thermal barrier coatings in his 'Adiabatic Diesel Engine' in the late 70's. Kamo's concept was to eliminate the engine block water cooling system and reduce heat losses. Roy reported significant performance improvements in his thermally insulated engine at the SAE Congress in 1982. Kamo's work stimulates major programs with insulated engines, particularly in Europe. Most of the major diesel engine manufacturers conducted some level of test with insulated combustion chamber components. They initially ran into increased fuel consumption. The German engine consortium had Prof. Woschni of the Technical Institute in Munich. Woschni conducted testing with pistons with air gaps to provide the insulation effects. Woschni indicated the hot walls of the insulated engine created a major increase in heat transfer he refers to as 'convection vive.' Woschni's work was a major factor in the abrupt curtailment of insulated diesel engine work in continental Europe. Ricardo in the UK suggested that combustion should be reoptimized for the hot-wall effects of the insulated combustion chamber and showed under a narrow range of conditions fuel economy could be improved. The Department of Energy has supported thermal barrier coating development for diesel engine applications. In the Clean Diesel - 50 Percent Efficient (CD-50) engine for the year 2000, thermal barrier coatings will be used on piston crowns and possibly other components. The primary purpose of the

  12. Osmotic barrier of the parietal peritoneum.

    Science.gov (United States)

    Flessner, M F

    1994-11-01

    Fluid movement into the peritoneal cavity results after instillation of a hypertonic solution. Some investigators have assumed that the peritoneum is a significant barrier to small solutes and have predicted that fluid would be drawn by an osmotic gradient into the cavity from the tissue surrounding the peritoneal cavity, resulting in tissue hydrostatic pressures well below atmospheric pressure. Contrary to this, we have previously shown that protein and fluid cross the peritoneum and enter the tissue at the same rate during either isotonic or hypertonic dialysis. To investigate the nature of the osmotic barrier of the peritoneum, the hydrostatic pressure profiles were measured in the abdominal wall of the rat during conditions of either isotonicity or hypertonicity in the peritoneal cavity and constant intraperitoneal hydrostatic pressure (Pip). Measurements were made with a micropipette mounted on a micromanipulator and connected to a servo-null pressure measurement system. No interstitial pressures below atmospheric pressure were observed with either type of solution in the peritoneal cavity. For the three Pip values tested, there were few significant differences between the corresponding pressure profiles of isotonic or hypertonic solutions. It is concluded that the parietal peritoneum is not a functional barrier to small solutes, which are often used to raise the osmolality of intraperitoneal solutions. This finding also implies that the tissue interstitium underlying the parietal peritoneum is not the source of water flow into the cavity, which is observed during hypertonic dialysis. PMID:7977791

  13. The Great Invisible Wall

    Institute of Scientific and Technical Information of China (English)

    DAVID; GOSSET

    2009-01-01

    Understanding is key to Westerners and Chinese surmounting barriers Most of the media reports will not present a thorough and balanced analysis of the situation in Xinjiang, a vast region whose stability and development are not only strategic for the People’s Republic of China

  14. Barriers to SCM implementing

    Directory of Open Access Journals (Sweden)

    M.E. Rosli

    2008-12-01

    Full Text Available Purpose: This paper explores the barriers faced by Malaysian manufacturing companies in successfullyimplementing the Supply Chain Management (SCM. The study has highlighted some pertinent factorsperforming the barriers that are most frequently reported by the studied companies. Sixteen companies, fromservice and manufacturing companies were studied over a period of two years to assess their SCM practicesthrough survey and interview processes.Design/methodology/approach: This part discusses the research design and methodological issues upon whichthe research is based. The explanation includes two types of research methods, short survey and follow-upinterviews that were identified as being suitable to achieve the aims of this study, which is to identify the currentproblem of SCM practices within the Malaysian SMEs. Research design is a framework or plan for researchused as a guide in collecting and analysing data.Findings: The results showed that the barriers are depending on the types or group of companies business; suchas either it is an SME or a big company. The barriers inhibiting the practice of SCM can be summarized inthe following factors: partnership with suppliers, limited expertise, management commitment, understanding ofSCM, supported technologies and customer satisfaction. The findings are also compared with the results of asimilar study on SCM in other country.Practical implications: Some suggestions are also offered, which is believed to be a good strategy to the companiesto manage the SCM that will lead to sustainable competitive advantage and hence improve their market share.Originality/value: There are interesting barriers between the companies in Malaysia and other country in therespect of SCM implementation. These findings can be used by both Malaysian and other companies to worktogether or review the SCM strategies that will lead to sustainable competitive advantage and hence improvetheir business performance.

  15. Hanford Site Long-term Surface Barrier Development Program: Fiscal year 1994 highlights

    Energy Technology Data Exchange (ETDEWEB)

    Petersen, K.L.; Link, S.O.; Gee, G.W.

    1995-08-01

    The Hanford Site Surface Barrier Development Program was organized in 1985 to test the effectiveness of various barrier designs in minimizing the effects of water infiltration; plant, animal and human intrusion; and wind and water erosion on buried wastes, plus preventing or minimizing the emanation of noxious gases. A team of scientists from the Pacific Northwest Laboratory (PNL) and engineers from Westinghouse Hanford Company (WHC) direct the barrier development effort. ICF Kaiser Hanford Company, in conjunction with WHC and PNL, developed design drawings and construction specifications for a 5-acre prototype barrier. The highlight of efforts in FY 1994 was the construction of the prototype barrier. The prototype barrier was constructed on the Hanford Site at the 200 BP-1 Operable Unit of the 200 East Area. Construction was completed in August 1994 and monitoring instruments are being installed so experiments on the prototype barrier can begin in FY 1995. The purpose of the prototype barrier is to provide insights and experience with issues regarding barrier design, construction, and performance that have not been possible with individual tests and experiments conducted to date. Additional knowledge and experience was gained in FY 1994 on erosion control, physical stability, water infiltration control, model testing, Resource Conservation and Recovery Act (RCRA) comparisons, biointrusion control, long-term performance, and technology transfer.

  16. Hanford Site Long-term Surface Barrier Development Program: Fiscal year 1994 highlights

    International Nuclear Information System (INIS)

    The Hanford Site Surface Barrier Development Program was organized in 1985 to test the effectiveness of various barrier designs in minimizing the effects of water infiltration; plant, animal and human intrusion; and wind and water erosion on buried wastes, plus preventing or minimizing the emanation of noxious gases. A team of scientists from the Pacific Northwest Laboratory (PNL) and engineers from Westinghouse Hanford Company (WHC) direct the barrier development effort. ICF Kaiser Hanford Company, in conjunction with WHC and PNL, developed design drawings and construction specifications for a 5-acre prototype barrier. The highlight of efforts in FY 1994 was the construction of the prototype barrier. The prototype barrier was constructed on the Hanford Site at the 200 BP-1 Operable Unit of the 200 East Area. Construction was completed in August 1994 and monitoring instruments are being installed so experiments on the prototype barrier can begin in FY 1995. The purpose of the prototype barrier is to provide insights and experience with issues regarding barrier design, construction, and performance that have not been possible with individual tests and experiments conducted to date. Additional knowledge and experience was gained in FY 1994 on erosion control, physical stability, water infiltration control, model testing, Resource Conservation and Recovery Act (RCRA) comparisons, biointrusion control, long-term performance, and technology transfer

  17. How cell wall complexity influences saccharification efficiency in Miscanthus sinensis.

    Science.gov (United States)

    De Souza, Amanda P; Alvim Kamei, Claire L; Torres, Andres F; Pattathil, Sivakumar; Hahn, Michael G; Trindade, Luisa M; Buckeridge, Marcos S

    2015-07-01

    The production of bioenergy from grasses has been developing quickly during the last decade, with Miscanthus being among the most important choices for production of bioethanol. However, one of the key barriers to producing bioethanol is the lack of information about cell wall structure. Cell walls are thought to display compositional differences that lead to emergence of a very high level of complexity, resulting in great diversity in cell wall architectures. In this work, a set of different techniques was used to access the complexity of cell walls of different genotypes of Miscanthus sinensis in order to understand how they interfere with saccharification efficiency. Three genotypes of M. sinensis displaying different patterns of correlation between lignin content and saccharification efficiency were subjected to cell wall analysis by quantitative/qualitative analytical techniques such as monosaccharide composition, oligosaccharide profiling, and glycome profiling. When saccharification efficiency was correlated negatively with lignin, the structural features of arabinoxylan and xyloglucan were found to contribute positively to hydrolysis. In the absence of such correlation, different types of pectins, and some mannans contributed to saccharification efficiency. Different genotypes of M. sinensis were shown to display distinct interactions among their cell wall components, which seem to influence cell wall hydrolysis. PMID:25908240

  18. Skyrmion domain wall collision and domain wall-gated skyrmion logic

    Science.gov (United States)

    Xing, Xiangjun; Pong, Philip W. T.; Zhou, Yan

    2016-08-01

    Skyrmions and domain walls are significant spin textures of great technological relevance to magnetic memory and logic applications, where they can be used as carriers of information. The unique topology of skyrmions makes them display emergent dynamical properties as compared with domain walls. Some studies have demonstrated that the two topologically inequivalent magnetic objects could be interconverted by using cleverly designed geometric structures. Here, we numerically address the skyrmion domain wall collision in a magnetic racetrack by introducing relative motion between the two objects based on a specially designed junction. An electric current serves as the driving force that moves a skyrmion toward a trapped domain wall pair. We see different types of collision dynamics depending on the driving parameters. Most importantly, the modulation of skyrmion transport using domain walls is realized in this system, allowing a set of domain wall-gated logical NOT, NAND, and NOR gates to be constructed. This work provides a skyrmion-based spin-logic architecture that is fully compatible with racetrack memories.

  19. Interaction of tide and salinity barrier: Limitation of numerical model

    Directory of Open Access Journals (Sweden)

    Suphat Vongvisessomjai1

    2008-07-01

    Full Text Available Nowadays, the study of interaction of the tide and the salinity barrier in an estuarine area is usually accomplished vianumerical modeling, due to the speed and convenience of modern computers. However, numerical models provide littleinsight with respect to the fundamental physical mechanisms involved. In this study, it is found that all existing numericalmodels work satisfactorily when the barrier is located at some distance far from upstream and downstream boundary conditions.Results are considerably underestimate reality when the barrier is located near the downstream boundary, usually theriver mouth. Meanwhile, this analytical model provides satisfactory output for all scenarios. The main problem of thenumerical model is that the effects of barrier construction in creation of reflected tide are neglected when specifying thedownstream boundary conditions; the use of the boundary condition before construction of the barrier which are significantlydifferent from those after the barrier construction would result in an error outputs. Future numerical models shouldattempt to account for this deficiency; otherwise, using this analytical model is another choice.

  20. Hanford prototype-barrier status report: FY 1995

    Energy Technology Data Exchange (ETDEWEB)

    Gee, G.W.; Ward, A.L.; Gilmore, B.G.; Ligotke, M.W.; Link, S.O.

    1995-11-01

    Surface barriers (or covers) have been proposed for use at the Hanford Site as a means to isolate certain waste sites that, for reasons of cost or worker safety or both, may not be exhumed. Surface barriers are intende to isolated the wastes from the accessible environment and to provide long-term protection to future populations that might use the Hanford Site. Currently, no ``proven`` long-term barrier system is available. For this reason, the Hanford Site Permanent Isolation Surface-Barrier Development Program (BDP) was organized to develop the technology needed to provide long-term surface barrier capability for the Hanford Site for the US Department of Energy (DOE). Designs have been proposed to meet the most stringent needs for long-term waste disposal. The objective of the current barrier design is to use natural materials to develop a protective barrier system that isolates wastes for at least 1000 years by limiting water, plant, animal, and human intrusion; and minimizing erosion. The design criteria for water drainage has been set at 0.5 mm/yr. While other design criteria are more qualitative, it is clear that waste isolation for an extended time is the prime objective of the design. Constructibility and performance. are issues that can be tested and dealt with by evaluating prototype designs prior to extensive construction and deployment of covers for waste sites at Hanford.

  1. Electrochemical construction

    Science.gov (United States)

    Einstein, Harry; Grimes, Patrick G.

    1983-08-23

    An electrochemical cell construction features a novel co-extruded plastic electrode in an interleaved construction with a novel integral separator-spacer. Also featured is a leak and impact resistant construction for preventing the spill of corrosive materials in the event of rupture.

  2. Fly on the Wall

    Science.gov (United States)

    Berry, Dave; Korpan, Cynthia

    2009-01-01

    This paper describes the implementation of a peer observation program at the University of Victoria called the Lecture Club. The observers are not interactive during the class--they are the proverbial flies on the wall. The paper identifies the program as self-developmental, discussing the attributes of this learning-to-teach and peer-sharing…

  3. Passive-solar construction handbook

    Energy Technology Data Exchange (ETDEWEB)

    Levy, E.; Evans, D.; Gardstein, C.

    1981-02-01

    Many of the basic elements of passive solar design are reviewed. Passive solar construction is covered according to system type, each system type discussion including a general discussion of the important design and construction issues which apply to the particular system and case studies illustrating designed and built examples of the system type. The three basic types of passive solar systems discussed are direct gain, thermal storage wall, and attached sunspace. Thermal performance and construction information is presented for typical materials used in passive solar collector components, storage components, and control components. Appended are an overview of analysis methods and a technique for estimating performance. (LEW)

  4. Construction practice

    International Nuclear Information System (INIS)

    One has elaborated a virtual computer model (VRC) of construction of the AP1000 project reactor to demonstrate its viability, to improve the NPP project making it more easy for construction with simultaneous reduction of time, costs and risk of construction. The approach ensured time sequence of the 3-D visualization of NPP at the construction stages. The VRC ensures optimization of scheme implementation time period and specifies the basic costs. The VRC application offers essential advantages when planning construction of a nuclear power facility

  5. Minutes of Fish Barrier Workshop

    Data.gov (United States)

    US Fish and Wildlife Service, Department of the Interior — Minutes of Fish Barrier Workshop held 27 May 2009 at DOC Waikato Area Office. Lists attendees and highlights topics to be covered in Fish Barrier Workshop.

  6. Nuclear reactor constructions

    International Nuclear Information System (INIS)

    A nuclear reactor construction comprising a reactor core submerged in a pool of liquid metal coolant in a primary vessel which is suspended from the roof structure of a containment vault. Control rods supported from the roof structure are insertable in the core which is carried on a support structure from the wall of the primary vessel. To prevent excessive relaxation of the support structure whereby the control rods would be displaced relative to the core, the support structure incorporates a normally inactive secondary structure designed to become effective in bracing the primary structure against further relaxation beyond a predetermined limit. (author)

  7. LONG-TERM GEOCHEMICAL BEHAVIOR OF A ZEROVALENT IRON PERMEABLE REACTIVE BARRIER FOR THE TREATMENT OF HEXAVALENT CHROMIUM IN GROUNDWATER

    Science.gov (United States)

    Passive, in-situ reactive barriers have proven to be viable, cost-effective systems for the remediation of Cr-contaminated groundwater at some sites. Permeable reactive barriers (PRBs) are installed in the flow-path of groundwater, most typically as vertical treatment walls. Re...

  8. Reinforcing methods for composite timber frame-fiberboard wall panels

    OpenAIRE

    Dobrila, Peter; Premrov, Miroslav

    2012-01-01

    This paper presents different possibilities on how to reinforce timber frame wall panels, which are mainly used as load-carrying capacity elements in the construction of prefabricated timber structures. These walls can be treated as composite elements composed of a timber frame and fiber-plaster boards. As the boards are the weaker part of the system they need to be somehow reinforced in order to assure the resistance and ductility of the elements especially in multi-level buildings located i...

  9. Stability of Thin-Walled Beams with Lateral Continuous Restraint

    Directory of Open Access Journals (Sweden)

    Balázs Ivan

    2015-06-01

    Full Text Available Metal beams of thin-walled cross-sections have been widely used in building industry as members of load-bearing structures. Their resistance is usually limited by lateral torsional buckling. It can be increased in case a beam is laterally supported by members of cladding or ceiling construction. The paper deals with possibilities of determination of critical load of thin-walled beams with lateral continuous restraint which is crucial for beam buckling resistance assessment

  10. Moisture Research - Optimizing Wall Assemblies

    Energy Technology Data Exchange (ETDEWEB)

    Arena, Lois [Consortium for Advanced Residential Buildings (CARB), Norwalk, CT (United States); Mantha, Pallavi [Consortium for Advanced Residential Buildings (CARB), Norwalk, CT (United States)

    2013-05-01

    In this project, the Consortium for Advanced Residential Buildings (CARB) team evaluated several different configurations of wall assemblies to determine the accuracy of moisture modeling and make recommendations to ensure durable, efficient assemblies. WUFI and THERM were used to model the hygrothermal and heat transfer characteristics of these walls. Wall assemblies evaluated included code minimum walls using spray foam insulation and fiberglass batts, high R-value walls at least 12 in. thick (R-40 and R-60 assemblies), and brick walls with interior insulation.

  11. Mechanism of Reinforcement on Inwall of Coal Mine Shaft Wall

    Directory of Open Access Journals (Sweden)

    Jinlong Liu

    2013-05-01

    Full Text Available Based on the theory of elasticity, the analytic solution of temperature stress on shaft wall of coal mine with reinforcement on inwall is deduced. It is shown that with the increment of reinforcement stress Pa, the radial compressive stress &sigmar become larger, the vertical compressive stress &sigmaz become less, while the circumferential stress &sigma &theta changed from compressive stress to tensile stress. The stability of shaft wall enhanced with vertical stress reduced by reinforcement on inwall of shaft wall. Compressive steel plate could be used to reinforce the inwall, characterized with low-cost, short time and construction easy. While the intelligent equipment should be developed further to provide everlasting and greater reinforcement on in wall of coal mine shaft wall.

  12. Construction supervision in construction project

    OpenAIRE

    Struna, Ervin

    2012-01-01

    Every construction project is a unique, complex process. Every completed structure is permanent act into space, and has therefore substantial influence upon social and natural environment. As a consequence, it is essential to provide professional supervision of the construction process that will ensure conformity of the construction with the project documentation and the building permit. The purpose of the thesis is to present the role of the construction supervision and the work of the s...

  13. Dose estimates for the heavy concrete ratchet wall configuration

    International Nuclear Information System (INIS)

    During the 1987 meeting of the APS User's Subcommittee on Conventional Facilities, we were urged to study changes in shield-wall geometry for the storage ring so as to provide an increased portion of the photon beam outside that shield. The shield-wall position, with respect to the source point, is a geometric function of the thickness of the wall, the clearance between the photon beam inside the wall (front-end area), and the corresponding clearance outside the wall. The relationship of any of these three dimensions and the resulting movement of the ratchet portion of the wall (and thus the portion of the beam line outside the shield) is about one-to-eleven, so that for each inch given up in clearance or wall thickness, eleven inches of beam-line length is exposed. Unfortunately, the two clearances were already considered minimal, and the shield-wall thickness determines the radiation dose received on the operating floor and is not really a open-quote free parameterclose quotes. The first change made in geometry was to consider the use of heavy concrete for the wall construction. (The inner wall and roof are still considered to be normal concrete.) A thickness of 0.56 m was chosen, since that provided the same shield quality as the former 0.8-m normal concrete wall. The ratchet thickness itself was left at 0.8 m for several reasons: the wall encloses a lead/concrete plug of 0.8 m total length; there is only a one-to-one relationship between this dimension and the beam-line length exposed; and the 0.8-m length will prove to be important in consideration of the forward-angle bremsstrahlung radiation

  14. Performance characteristics of a self-sealing/self-healing barrier

    Energy Technology Data Exchange (ETDEWEB)

    McGregor, R.G. [Water Technology International Corp., Burlington, Ontario (Canada)]|[Canadian Clean Technology Centre, Burlington, Ontario (Canada); Stegemann, J.A. [Canadian Clean Technology Centre, Burlington, Ontario (Canada)

    1997-12-31

    Environment Canada and the Netherlands Energy Research Foundation are co-developers of a patented Self-Sealing/Self-Healing (SS/SH) Barrier system for containment of wastes which is licensed to Water Technology International Corporation. The SS/SH Barrier is intended for use as either a liner or cover for landfills, contaminated sites, secondary containment areas, etc., in the industrial, chemical, mining and municipal sectors, and also as a barrier to hydraulic flow for the transportation and construction industry. The SS/SH Barrier`s most significant feature is its capability for self-repair in the event of a breach. By contrast, conventional barrier systems, such as clay, geomembrane, or geosynthetic clay liners can not be repaired without laborious excavation and reconstruction. Laboratory investigations have shown that the SS/SH Barrier concept will function with a variety of reactive materials. Self-Sealing/Self-Healing Barriers are cost competitive and consistently exhibit hydraulic conductivities ranging from 10{sup -9} to 10{sup -13} m/s, which decrease with time. These measurements meet or exceed the recommended hydraulic conductivity required by EPA for clay liners (<1x10{sup -9} m/s) used in landfills and hazardous waste sites. Results of mineralogical examination of the seal, diffusion testing, hydraulic conductivity measurement, and durability testing, including wet/dry, freeze/thaw cycling and leachate compatibility are also presented.

  15. Study on destructions and reinforcement measures of mined constructions

    Institute of Scientific and Technical Information of China (English)

    CHENG Shu; CUI Dong-mei

    2007-01-01

    Ground movement and deformation caused by underground mining would destroy the constructions located within subsidence area. Constructions would suffer different destructions with different location. The effect of ground deformation caused by underground mining to constructions was analyzed. Analyzed the destructive types of constructions in different ground movement and deformation. Taking a two-storey building for example, the walls were reinforced by computation before mining. To protect the construction,the reinforcement measures to the construction before mining were studied.

  16. Sonic Crystal Noise Barriers

    OpenAIRE

    Chong, Yung

    2012-01-01

    An alternative road traffic noise barrier using an array of periodically arranged vertical cylinders known as a Sonic Crystal (SC) is investigated. As a result of multiple (Bragg) scattering, SCs exhibit a selective sound attenuation in frequency bands called band gaps or stop bands related to the spacing and size of the cylinders. Theoretical studies using Plane Wave Expansion (PWE), Multiple Scattering Theory (MST) and Finite Element Method (FEM) have enabled study of the performance of SC ...

  17. PHARMACOVIGILANCE: BARRIERS AND CHALLENGES

    OpenAIRE

    Varma, S. K.; RAPELLIWAR A; S. Sutradhar; THAWARE P; Misra, A. K.

    2013-01-01

    Pharmacovigilance is a new discipline which deals with adverse drug or any drug related problems. Pharmacovigilance programme was not bed of roses but its path is laid with challenges and barriers. It is facing obstacles from deficiency from professional health personal to web-based sale of drugs, counterfeit drug to self-medication, etc. It is an integral part of the health sector and identification and reporting of adverse drug effects will have a positive impact on the public health. Impro...

  18. Thermal barrier coating materials

    Directory of Open Access Journals (Sweden)

    David R. Clarke

    2005-06-01

    Full Text Available Improved thermal barrier coatings (TBCs will enable future gas turbines to operate at higher gas temperatures. Considerable effort is being invested, therefore, in identifying new materials with even better performance than the current industry standard, yttria-stabilized zirconia (YSZ. We review recent progress and suggest that an integrated strategy of experiment, intuitive arguments based on crystallography, and simulation may lead most rapidly to the development of new TBC materials.

  19. STUDY FOR STREAMLINE OF ARBITRARY SHAPED HOMOGENEOUS RESERVOIRS WITH IMPERMEABLE BARRIERS

    Institute of Scientific and Technical Information of China (English)

    YIN Hong-jun; FU Chun-quan; HE Ying-fu

    2006-01-01

    The steady-state flow mathematical model of arbitrary shaped homogeneous reservoirs with impermeable barrier is constructed in this paper. By using Boundary Element Method (BEM), the mathematical model is solved. And a streamline generating technique is presented. The figures of streamlines are plotted and analyzed considering the effect of complex boundary and impermeable barriers. Through analyzing, it indicates that the size, shape and orientation of impermeable barriers have various degree of influence on the streamlines. So, if there are impermeable barriers in reservoir according to the geological materials, the influence of impermeable barriers must be considered when adjusting flood pattern and injection strategy.

  20. Barrier infrared detector

    Science.gov (United States)

    Ting, David Z. (Inventor); Khoshakhlagh, Arezou (Inventor); Soibel, Alexander (Inventor); Hill, Cory J. (Inventor); Gunapala, Sarath D. (Inventor)

    2012-01-01

    A superlattice-based infrared absorber and the matching electron-blocking and hole-blocking unipolar barriers, absorbers and barriers with graded band gaps, high-performance infrared detectors, and methods of manufacturing such devices are provided herein. The infrared absorber material is made from a superlattice (periodic structure) where each period consists of two or more layers of InAs, InSb, InSbAs, or InGaAs. The layer widths and alloy compositions are chosen to yield the desired energy band gap, absorption strength, and strain balance for the particular application. Furthermore, the periodicity of the superlattice can be "chirped" (varied) to create a material with a graded or varying energy band gap. The superlattice based barrier infrared detectors described and demonstrated herein have spectral ranges covering the entire 3-5 micron atmospheric transmission window, excellent dark current characteristics operating at least 150K, high yield, and have the potential for high-operability, high-uniformity focal plane arrays.

  1. A first wall material probe manipulator for the 'TEXTOR' tokamak

    International Nuclear Information System (INIS)

    Textor is a technology oriented tokamak of Euratom at the Kernforschungsanlage Juelich (KFA). Switzerland participates in its experimental program within the framework of the IEA agreement on Plasma Wall Interaction. A major task of EIR consists in the layout, construction and fabrication of a manipulator for the remote handling of up to 240 specimen candidate first wall materials. This operation has to be done without breaking the ultra high vacuum (UHV) and with wall temperatures up to 3000C. A great number of preexperiments involving different materials had to be carried out; the understanding of the tribology in ultra high vacuum could be improved. (Auth.)

  2. Association Mapping of Cell Wall Synthesis Regulatory Genes and Cell Wall Quality in Switchgrass

    Energy Technology Data Exchange (ETDEWEB)

    Bartley, Laura [Univ. of Oklahoma, Norman, OK (United States). Dept. of Microbiology and Plant Biology; Wu, Y. [Oklahoma State Univ., Stillwater, OK (United States); Zhu, L. [Oklahoma State Univ., Stillwater, OK (United States); Brummer, E. C. [Noble Foundation, Ardmore, OK (United States); Saha, M. [Noble Foundation, Ardmore, OK (United States)

    2016-05-31

    Inefficient conversion of biomass to biofuels is one of the main barriers for biofuel production from such materials. Approximately half of polysaccharides in biomass remain unused by typical biochemical conversion methods. Conversion efficiency is influenced by the composition and structure of cell walls of biomass. Grasses such as wheat, maize, and rice, as well as dedicated perennial bioenergy crops, like switchgrass, make up ~55% of biomass that can be produced in the United States. Grass cell walls have a different composition and patterning compared with dicotyledonous plants, including the well-studied model plant, Arabidopsis. This project identified genetic determinants of cell wall composition in grasses using both naturally occurring genetic variation of switchgrass and gene network reconstruction and functional assays in rice. In addition, the project linked functional data in rice and other species to switchgrass improvement efforts through curation of the most abundant class of regulators in the switchgrass genome. Characterizing natural diversity of switchgrass for variation in cell wall composition and properties, also known as quality, provides an unbiased avenue for identifying biologically viable diversity in switchgrass cell walls. To characterizing natural diversity, this project generated cell wall composition and enzymatic deconstruction data for ~450 genotypes of the Switchgrass Southern Association Collection (SSAC), a diverse collection composed of 36 switchgrass accessions from the southern U.S. distribution of switchgrass. Comparing these data with other measures of cell wall quality for the same samples demonstrated the complementary nature of the diverse characterization platforms now being used for biomass characterization. Association of the composition data with ~3.2K single nucleotide variant markers identified six significant single nucleotide variant markers co-associated with digestibility and another compositional trait. These

  3. Moisture and Structural Analysis for High Performance Hybrid Wall Assemblies

    Energy Technology Data Exchange (ETDEWEB)

    Grin, A. [Building Science Corporation (BSC), Somerville, MA (United States); Lstiburek, J. [Building Science Corporation (BSC), Somerville, MA (United States)

    2012-09-01

    Based on past experience in the Building America program, BSC has found that combinations of materials and approaches—in other words, systems—usually provide optimum performance. Integration is necessary, as described in this research project. The hybrid walls analyzed utilize a combination of exterior insulation, diagonal metal strapping, and spray polyurethane foam and leave room for cavity-fill insulation. These systems can provide effective thermal, air, moisture, and water barrier systems in one assembly and provide structure.

  4. Field Behavior of A High Anchored Reinforced Earth Wall

    Directory of Open Access Journals (Sweden)

    Faisal H. Ali

    2008-01-01

    Full Text Available Since the invention of Reinforced Earth by the French architect Hendri Vidal in 1966, numerous reinforced soil walls have been designed and constructed all over the world. In this study the focus was on a particular type of reinforced wall called Nehemiah wall which differed from the Vidal type in the sense that instead of steel strips, the reinforcing elements consisted of steel bars with anchor blocks attached at the free ends. A full scale high anchored reinforced earth wall was constructed and instrumented to capture the essential behavior of the wall. Two sections of the wall were monitored where at one of the sections polystyrene foam was inserted at the back face of the wall panel to allow for lateral deformation to take place which means that the facing was less flexible in the transverse direction. The lateral deformation, axial forces along the reinforcing bars and settlement were monitored and measured for both cases and the results were compared and discussed.

  5. The role of the secondary cell walls in plant resistance to pathogens

    Directory of Open Access Journals (Sweden)

    Eva eMiedes

    2014-08-01

    Full Text Available Plant resistance to pathogens relies on a complex network of constitutive and inducible defensive barriers. The plant cell wall is one of the barriers that pathogens need to overcome to successfully colonize plant tissues. The traditional view of the plant cell wall as a passive barrier has evolved to a concept that considers the wall as a dynamic structure that regulates both constitutive and inducible defence mechanisms, and as a source of signalling molecules that trigger immune responses. The secondary cell walls of plants also represent a carbon-neutral feedstock (lignocellulosic biomass for the production of biofuels and biomaterials. Therefore, engineering plants with improved secondary cell wall characteristics is an interesting strategy to ease the processing of lignocellulosic biomass in the biorefinery. However, modification of the integrity of the cell wall by impairment of proteins required for its biosynthesis or remodelling may impact the plants resistance to pathogens. This review summarizes our understanding of the role of the plant cell wall in pathogen resistance with a focus on the contribution of lignin to this biological process.

  6. Long term performance of the Waterloo denitrification barrier

    International Nuclear Information System (INIS)

    Beginning in 1991 a series of laboratory tests and small scale field trials were initiated to test the performance of an innovative permeable reactive barrier for treatment of nitrate from septic systems. The barrier promotes denitrification by providing an energy source in the form of solid organic carbon mixed into the porous media material. Advantages of the system for nitrate treatment are that the reaction is passive and in situ and it is possible to incorporate sufficient carbon mass in conveniently sized barriers to potentially provide treatment for long periods (decades) without the necessity for maintenance. However, longevity can only be demonstrated by careful long term monitoring of field installations. This paper documents four years of operating history at three small scale field trials; two where the denitrification barrier is installed as a horizontal layer positioned in the unsaturated zone below conventional septic system infiltration beds and one where the barrier is installed as a vertical wall intercepting a septic system plume at a downgradient location. The barriers have successfully attenuated 50-100% of NO-3-N levels of up to 170 mg/L and treatment has remained consistent over the four year period in each case, thus considerable longevity is indicated. Other field trials have demonstrated this technology to be equally effective in treating nitrogen contamination from other sources such as landfill leachate and farm field runoff

  7. Long term performance of the Waterloo denitrification barrier

    Energy Technology Data Exchange (ETDEWEB)

    Robertson, W.D.; Cherry, J.A. [Univ. of Waterloo, Ontario (Canada)

    1997-12-31

    Beginning in 1991 a series of laboratory tests and small scale field trials were initiated to test the performance of an innovative permeable reactive barrier for treatment of nitrate from septic systems. The barrier promotes denitrification by providing an energy source in the form of solid organic carbon mixed into the porous media material. Advantages of the system for nitrate treatment are that the reaction is passive and in situ and it is possible to incorporate sufficient carbon mass in conveniently sized barriers to potentially provide treatment for long periods (decades) without the necessity for maintenance. However, longevity can only be demonstrated by careful long term monitoring of field installations. This paper documents four years of operating history at three small scale field trials; two where the denitrification barrier is installed as a horizontal layer positioned in the unsaturated zone below conventional septic system infiltration beds and one where the barrier is installed as a vertical wall intercepting a septic system plume at a downgradient location. The barriers have successfully attenuated 50-100% of NO{sup -}{sub 3}-N levels of up to 170 mg/L and treatment has remained consistent over the four year period in each case, thus considerable longevity is indicated. Other field trials have demonstrated this technology to be equally effective in treating nitrogen contamination from other sources such as landfill leachate and farm field runoff.

  8. Contaminant fluxes through site containment barriers: Performance assessment and illustrative results

    International Nuclear Information System (INIS)

    Contaminant mass flux by advective and diffusive transport is predicted for five containment barriers that use one or more clay liners, flexible membrane liners (FMLs), or liquid collection and removal systems (LCRS)s. Barriers are engineered systems intended to contain and isolate site contaminants from the environment. Barriers include liners, caps, and cutoff walls. Barriers may be used in contaminated-site cleanups (including CERCLA and RCRA), RCRA landfills, or other RCRA TSDFs. Concepts are provided for barrier performance assessment, including analysis and optimization, for meeting performance requirements and controlling risk at minimum cost. Concepts and results can help in planning, designing, or evaluating and communicating, the use or effectiveness of proposed or existing barriers for site cleanups or waste containment. 15 refs., 6 figs., 5 tabs

  9. Light shining through walls

    Energy Technology Data Exchange (ETDEWEB)

    Redondo, Javier [Deutsches Elektronen-Synchrotron (DESY), Hamburg (Germany); Max-Planck-Institut fuer Physik, Muenchen (Germany); Ringwald, Andreas [Deutsches Elektronen-Synchrotron (DESY), Hamburg (Germany)

    2010-11-15

    Shining light through walls? At first glance this sounds crazy. However, very feeble gravitational and electroweak effects allow for this exotic possibility. Unfortunately, with present and near future technologies the opportunity to observe light shining through walls via these effects is completely out of question. Nevertheless there are quite a number of experimental collaborations around the globe involved in this quest. Why are they doing it? Are there additional ways of sending photons through opaque matter? Indeed, various extensions of the standard model of particle physics predict the existence of new particles called WISPs - extremely weakly interacting slim particles. Photons can convert into these hypothetical particles, which have no problems to penetrate very dense materials, and these can reconvert into photons after their passage - as if light was effectively traversing walls. We review this exciting field of research, describing the most important WISPs, the present and future experiments, the indirect hints from astrophysics and cosmology pointing to the existence of WISPs, and finally outlining the consequences that the discovery of WISPs would have. (orig.)

  10. Wall Street som kreationistisk forkynder

    DEFF Research Database (Denmark)

    Ekman, Susanne

    2016-01-01

    Artiklen gennemgår Karen Hos etnografi om Wall Street: "Liquidated: An ethnography of Wall Street" set i lyset af den offentlige debat vedrørende Goldman Sachs opkøb af Dong......Artiklen gennemgår Karen Hos etnografi om Wall Street: "Liquidated: An ethnography of Wall Street" set i lyset af den offentlige debat vedrørende Goldman Sachs opkøb af Dong...

  11. Constructive Fun.

    Science.gov (United States)

    Simanek, Donald E.

    1994-01-01

    Compares and reviews currently available brands of steel construction sets that are useful to physics teachers for building demonstrations, prototypes of mechanisms, robotics, and remote control devices. (ZWH)

  12. Analysis of bearing capacity of CA corner wall in AP1000 nuclear power plant

    International Nuclear Information System (INIS)

    Background: The module construction technology is widely used in the AP1000 nuclear power plant. The CA structural module in the containment building is important for the safety of the nuclear power plant, the corner wall of the CA structural is critical under load, so it is important to do research on bearing capacity of CA corner wall. Purpose: Finite element analysis model of the CA comer wall is conducted in the ABAQUS software to study the bearing capacity and the stress/strain state of the CA comer' wall under different load cases. Methods: Finite element analysis model considering the material nonlinearity, contact nonlinearity and geometric nonlinearity conducted in the ABAQUS software is used for the analysis of the CA corner wall. Results: The ultimate bearing capacities of the CA comer wall in different loads are studied, and the study also gets the load-displacement curves. The bearing capacities of CA corner wall under different axial loads are also studied in this paper. The influence of ultimate bearing capacities of CA comer wall is founded out if the steel and concrete work together. Conclusions: When the CA corner wall subjects to the bending load, the failure part of the CA corner wall is the corner core concrete. When the CA corner wall subjects to the shear load, the failure part of the CA corner wall is the straight module wall. The axial load has notable influence on the capacity of CA corner wall. (authors)

  13. Dam construction in salt rock

    International Nuclear Information System (INIS)

    Barriers are a major component of the satefy concept for the Gorleben repository. The construction and performance of dams are currently tested within the framework of a project carried out in the Asse salt mine. A measuring programme has been established to give evidence of the sealing capacities of a barrier consisting of an abatement, long-term sealing material, and a hydraulic sealing system. Tests are to be made to verify the barrier's performance for shorter of long time periods (up to about 500 years). The tests are assisted by computed models established for the project. The long-term safety aspects to be studied include such conditions as permeability changes due to mechanical impacts, circulation conditions at the roadside, and the serviceable life and efficiency of the sealing components. (DG)

  14. Barriers for recess physical activity

    DEFF Research Database (Denmark)

    Pawlowski, Charlotte Skau; Tjørnhøj-Thomsen, Tine; Schipperijn, Jasper;

    2014-01-01

    differences in children's perceptions of barriers to recess physical activity. Based on the socio-ecological model four types of environmental barriers were distinguished: natural, social, physical and organizational environment. METHODS: Data were collected through 17 focus groups (at 17 different schools......BACKGROUND: Many children, in particular girls, do not reach the recommended amount of daily physical activity. School recess provides an opportunity for both boys and girls to be physically active, but barriers to recess physical activity are not well understood. This study explores gender...... and girls identified the same barriers, there were both inter- and intra-gender differences in the perception of these barriers. Weather was a barrier for all children, apart from the most active boys. Conflicts were perceived as a barrier particularly by those boys who played ballgames. Girls said...

  15. Improved HEPA Filter Technology for Flexible and Rigid Containment Barriers

    Energy Technology Data Exchange (ETDEWEB)

    P. A. Pinson

    1998-07-01

    Safety and reliability in glovebox operations can be significantly improved and waste packaging efficiencies can be increased by inserting flexible, lightweight, high capacity HEPA filters into the walls of plastic sheet barriers. This HEPA filter/barrier technology can be adapted to a wide variety of applications: disposable waste bags, protective environmental barriers for electronic equipment, single or multiple use glovebag assemblies, flexible glovebox wall elements, and room partitions. These reliable and inexpensive filtered barriers have many uses in fields such as radioactive waste processing, HVAC filter changeout, vapor or grit blasting, asbestos cleanup, pharmaceutical, medical, biological, and electronic equipment containment. The applications can result in significant cost savings, improved operational reliability and safety, and total waste volume reduction. This technology was developed at the Argonne National Laboratory-West (ANL-W) in 1993 and has been used at ANL-W since then at the TRU Waste Characterization Chamber Gloveboxes. Another 1998 AGS Conference paper titled "TRU Waste Characterization Gloveboxes", presented by Mr. David Duncan of ANL-W, describes these boxes.

  16. HRE-Pond Cryogenic Barrier Technology Demonstration: Pre- and Post-Barrier Hydrologic Assessment

    Energy Technology Data Exchange (ETDEWEB)

    Moline, G.R.

    1999-06-01

    The Homogeneous Reactor Experiment (HRE) Pond is the site of a former impoundment for radioactive wastes on the Oak Ridge Reservation (ORR) in east Tennessee. The pond received radioactive wastes from 1957 to 1962, and was subsequently drained, filled with soil, and covered with an asphalt cap. The site is bordered to the east and south by an unnamed stream that contains significant concentrations of radioactive contaminants, primarily {sup 90}Sr. Because of the proximity of the stream to the HRE disposal site and the probable flow of groundwater from the site to the stream, it was hypothesized that the HRE Pond has been a source of contamination to the creek. The HRE-Pond was chosen as the site of a cryogenic barrier demonstration to evaluate this technology as a means for rapid, temporary isolation of contaminants in the type of subsurface environment that exists on the ORR. The cryogenic barrier is created by the circulation of liquid CO{sub 2} through a system of thermoprobes installed in boreholes which are backfilled with sand. The probes cool the subsurface, creating a vertical ice wall by freezing adjacent groundwater, effectively surrounding the pond on four sides. The purpose of this investigation was to evaluate the hydrologic conditions within and around the pond prior to, during, and after the cryogenic barrier emplacement. The objectives were (1) to provide a hydrologic baseline for post-banner performance assessment, (2) to confirm that the pond is hydraulically connected to the surrounding sediments, (3) to determine the likely contaminant exit pathways from the pond, and (4) to measure changes in hydrologic conditions after barrier emplacement in order to assess the barrier performance. Because relatively little information about the subsurface hydrology and the actual configuration of the pond existed, data from multiple sources was required to reconstruct this complex system.

  17. Staphylococcus aureus Cell Wall Stress Stimulon Gene-lacZ Fusion Strains: Potential for Use in Screening for Cell Wall-Active Antimicrobials▿

    OpenAIRE

    Steidl, Rebecca; Pearson, Stacy; Stephenson, Robert E.; Ledala, Nagender; Sitthisak, Sutthirat; Wilkinson, Brian J; Jayaswal, Radheshyam K.

    2008-01-01

    lacZ fusion strains were constructed using the promoters of five cell wall stress stimulon genes: pbp2, tcaA, vraSR, sgtB, and lytR. All fusion strains were induced only in the presence of cell wall-active antibiotics, suggesting the potential of these strains for use in high-throughput screening for new cell wall-active agents.

  18. Canal Wall Reconstruction Mastoidectomy

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    Objective To investigate the advantages of canal wall reconstruction (CWR) mastoidectomy, a single-stage technique for cholesteatoma removal and posterior external canal wall reconstruction, over the open and closed procedures in terms of cholesteatoma recurrence. Methods: Between June 2002 and December 2005, 38 patients (40 ears) with cholesteatoma were admited to Sun Yat-Sen Memorial Hospital and received surgical treatments. Of these patients, 25 were male with ages ranging between 11 and 60 years (mean = 31.6 years) and 13 were female with ages ranging between 20 and 65 years (mean = 38.8 years). Canal wall reconstruction (CWR)mastoidectomy was performed in 31 ears and canal wall down (CWD) mastoidectomy in 9 ears. Concha cartilage was used for ear canal wall reconstruction in 22 of the 31 CWR procedures and cortical mastoid bone was used in the remaining 9 cases. Results At 0.5 to 4 years follow up, all but one patients remained free of signs of cholesteatoma recurrence, i.e., no retraction pocket or cholesteatoma matrix. One patient, a smoker, needed revision surgery due to cholesteatoma recurrence 1.5 year after the initial operation. The recurrence rate was therefore 3.2% (1/31). Cholesteatoma recurrence was monitored using postoperative CT scans whenever possible. In the case that needed a revision procedure, a retraction pocket was identified by otoendoscopy in the pars flacida area that eventually evolved into a cholesteatoma. A pocket extending to the epitympanum filled with cholesteatoma matrix was confirmed during the revision operation, A decision to perform a modified mastoidectomy was made as the patient refused to quit smoking. The mean air-bone gap in pure tone threshold was 45 dB before surgery and 25 dB after (p < 0.05). There was no difference between using concha cartilage and cortical mastoid bone for the reconstruction regarding air-bone gap improvement, CT findings and otoendoscopic results. Conclusion CWR mastoidectomy can be used for

  19. Cell Wall Biology: Perspectives from Cell Wall Imaging

    Institute of Scientific and Technical Information of China (English)

    Kieran J.D.Lee; Susan E.Marcus; J.Paul Knox

    2011-01-01

    Polysaccharide-rich plant cell walls are important biomaterials that underpin plant growth,are major repositories for photosynthetically accumulated carbon,and,in addition,impact greatly on the human use of plants. Land plant cell walls contain in the region of a dozen major polysaccharide structures that are mostly encompassed by cellulose,hemicelluloses,and pectic polysaccharides. During the evolution of land plants,polysaccharide diversification appears to have largely involved structural elaboration and diversification within these polysaccharide groups. Cell wall chemistry is well advanced and a current phase of cell wall science is aimed at placing the complex polysaccharide chemistry in cellular contexts and developing a detailed understanding of cell wall biology. Imaging cell wall glycomes is a challenging area but recent developments in the establishment of cell wall molecular probe panels and their use in high throughput procedures are leading to rapid advances in the molecular understanding of the spatial heterogeneity of individual cell walls and also cell wall differences at taxonomic levels. The challenge now is to integrate this knowledge of cell wall heterogeneity with an understanding of the molecular and physiological mechanisms that underpin cell wall properties and functions.

  20. Advanced Extended Plate and Beam Wall System in a Cold-Climate House

    Energy Technology Data Exchange (ETDEWEB)

    Mallay, Dave [Partnership for Home Innovation, Upper Marlboro, MD (United States); Wiehagen, Joseph [Partnership for Home Innovation, Upper Marlboro, MD (United States); Kochkin, Vladimir [Partnership for Home Innovation, Upper Marlboro, MD (United States)

    2016-01-01

    This report presents the design and evaluation of an innovative wall system. This highly insulated (high-R) light-frame wall system for use above grade in residential buildings is referred to as Extended Plate & Beam (EP&B). The EP&B design is the first of its kind to be featured in a new construction test house (NCTH) for the DOE Building America program. The EP&B wall design integrates standard building methods and common building products to construct a high-R wall that minimizes transition risks and costs to builders.

  1. Barrier mechanisms in the Drosophila blood-brain barrier

    Directory of Open Access Journals (Sweden)

    Samantha Jane Hindle

    2014-12-01

    Full Text Available The invertebrate blood-brain barrier field is growing at a rapid pace and, in recent years, studies have shown a physiologic and molecular complexity that has begun to rival its vertebrate counterpart. Novel mechanisms of paracellular barrier maintenance through GPCR signaling were the first demonstrations of the complex adaptive mechanisms of barrier physiology. Building upon this work, the integrity of the invertebrate blood-brain barrier has recently been shown to require coordinated function of all layers of the compound barrier structure, analogous to signaling between the layers of the vertebrate neurovascular unit. These findings strengthen the notion that many blood-brain barrier mechanisms are conserved between vertebrates and invertebrates, and suggest that novel findings in invertebrate model organisms will have a significant impact on the understanding of vertebrate BBB functions. In this vein, important roles in coordinating localized and systemic signaling to dictate organism development and growth are beginning to show how the blood-brain barrier can govern whole animal physiologies. This includes novel functions of blood-brain barrier gap junctions in orchestrating synchronized neuroblast proliferation, and of blood-brain barrier secreted antagonists of insulin receptor signaling. These advancements and others are pushing the field forward in exciting new directions. In this review, we provide a synopsis of invertebrate blood-brain barrier anatomy and physiology, with a focus on insights from the past 5 years, and highlight important areas for future study.

  2. Some recommendations for the construction of walls using adobe bricks

    Directory of Open Access Journals (Sweden)

    Miguel Ángel Rodríguez-Díaz

    2014-01-01

    Full Text Available En el presente artículo se estudian las condiciones en las que deben ser levantados los muros de adobe en construcciones de tierra. Para ello, se construye una edificación piloto en Villa Clara, Cuba, que ha servido de base para probar distintas soluciones constructivas. Como resultado de esta investigación se dan recomendaciones para evitar el ascenso de la humedad por capilaridad, sobre la velocidad de levantamiento, la longitud de muro adecuada, el mortero de unión tanto de adobes entre sí como de adobe con otro material, el cerramento, los dinteles, la protección de vanos así como para el revestimiento adecuado para la protección del muro de adobe del intemperismo.

  3. ACCELERATING CONSTRUCTION INDUSTRY DEVELOPMENT

    Directory of Open Access Journals (Sweden)

    Mohan M. Kumaraswamy

    2006-06-01

    Full Text Available The needs for construction industry development are initially viewed from the broader perspectives of imperatives for infrastructure development and national development. All these are clearly more critical in developing countries. A non-exhaustive set of potential drivers and common barriers to construction industry development is identified from previous research. These suggest the usefulness of consolidating a cluster of recent proposals and exercises aiming at (a construction organization development in terms of an over-arching management support system model, as well as improved information and knowledge management; and (b project team development in the context of relationally integrated teams and supply chains, joint risk management and ‘technology and knowledge exchange’ in joint ventures, as well as longer term public private partnerships. These apparently disparate research thrusts are threaded together into a pattern that may inspire, if not feed, specific research and development (R & D agendas for construction industry development in different countries according to their own priorities, constraints and stages of infrastructure and national development.

  4. A“TIME-SPACE” RELATED DESIGNMETHOD OF FREEZING WALL

    Institute of Scientific and Technical Information of China (English)

    陈湘生

    1996-01-01

    Artificially ground freezing (AGF) is one of the main methods to establish temporarysupport for shaft sinking in unstable water bearing strata. Domde (1915) formula based on frozensoil strength has widely been used for designing freezing wall thickness. However, it can not en-sure the stability of freezing wall, nor guarantee the safety of shaft construction as frozen depth in-creases in unstable water bearing strata. F. A. Auld (1985, 1988)[1'2] presented a designmethod of freezing wall, which is on the basis of strength and stability, together with deformationof freezing wall. This paper, according to the practice in China, describes a "time -space" relat-ed design method for deep freezing wall. The method is based on "time-space" concept, whichincludes influence of excavation rate of advance, unsupported length of freezing wall and the sumpstate on inward deformation of freezing wall, and the allowable pipe deformation caused by in-ward deformation of freezing wall. Finally, successful application of this method to the large scalecoal mine-Jining No. 2 Mine[3] in Shandong Province of China is presented. It saved much invest-ment compared with F. A. Auld's design for the same mine.

  5. An experimental study on anatomical observation and functional foundation of construction of "abdominal wall-spinal cord center-bladder" artificial reflex arc in SD rat%构建SD大鼠"腹壁反射-脊髓中枢-膀胱"人工反射弧的解剖学观察和功能基础的实验研究

    Institute of Scientific and Technical Information of China (English)

    梁耿祺; 周兴; 潘建刚; 史群伟

    2009-01-01

    目的 为构建SD大鼠"腹壁反射一脊髓一膀胱"人工反射弧研究提供解剖和功能依据.方法 对10只SD大鼠麻醉后进行T13和S2神经的解剖,同时通过神经电生理对T13和S2神经进行功能鉴定.SD大鼠肋骨左右共13对,其中最靠远侧端的一对浮肋为T13肋,解剖分离T13肋下的T13肋间神经,向椎间孔方向追踪T13脊神经及其前后根.通过刺激下腹壁记录T13神经根的动作电位,同时记录不刺激时T13神经根的自发神经放电作为对照.骶神经左右共4对,手术显微镜下分离S2脊神经前后根.通过刺激S2神经根记录膀胱神经丛动作电位和膀胱平滑肌肌电,同时记录不刺激时S2神经根的自发神经放电作为对照.并将T13前根近端与S2前根远端通过一段尾神经在硬膜囊内行显微缝合,保持T13后根完整,建立"腹壁反射一脊髓一膀胱"人工膀胱反射弧.结果 在解剖上,T13前根直径约0.4mm,S2前根直径约0.3mm,两者直径相近,且均位于腹内侧,无脊神经节.在功能上,T13肋间神经主要支配下腹壁的感觉和运动,S2神经是主要支配膀胱的脊神经.通过刺激.两者均产生相似的动作电位波形.可将T13前根近端与S2前根远端通过一段尾神经在硬膜囊内行显微缝合,同时,保持T13后根完整,建立"腹壁反射-脊髓-膀胱"人工反射弧.结论 SD大鼠T13和S2神经根的解剖和功能特点是建立"腹壁反射-脊髓-膀胱"人工反射弧的动物实验模型的基础.%Objectives To provide anatomical and functional basis for the construction of abdomina I "wall -spinal cord center-bladder" reflex are in SD rat. Methods T13 and S2 nerve were dissected on 10 SD rats af-ter anaesthesia,and Carried on the function appraisal by the neuroelectricity physiology. There were 13 pairs costal bones in SD rat in total. The TI3 was the most far-end costa fluctuantes. The TI3 intercostal nerve was dissected un-der the T13 costal bones. T13 spinal nerve was

  6. Wall current monitor for SPring-8 linac

    International Nuclear Information System (INIS)

    A fast rise time, broad band width and wide dynamic range wall current monitor was developed for SPring-8 linac. The performances are a rise time of ∼250ps, an effective impedance of 1.4Ω (output of ∼1.4V/A) and a bandwidth of 18kHz-2GHz. From a result of examination using 40ns electron beam, a significant change of effective impedance was not observed when a peak current was changed up to 12A or when a beam was moved by 8mm in a vacuum pipe. A circuit model that includes a core inductor loop was constructed. Using this model effective impedance and band width were calculated and compared to measured ones. They agreed very well except one part. In consequence the mechanism of wall current monitor can be explained by means of this model. (author)

  7. ECOLOGICAL SOLUTIONS FOR LOW ENERGY BUILDING WALLS

    Directory of Open Access Journals (Sweden)

    Camelia COŞEREANU

    2012-03-01

    Full Text Available The paper presents constructive solutions for thermal insulation of the building walls, using recycled and biodegradable materials. The thermal insulatingcomposite materials are made of textile fibers obtained from waste of the textile industrial sector, wood fibers and wood chips from the wood industrial sector and mineral materials as binders: gypsum, cement, ceramic dust or industrial clay. For each type of compositematerial, the thermal conductivity coefficient has been determined and compared. The final results of thermal insulation of the walls were obtained after using the software of analyzing the thermal insulation property of various proposed composites. The main advantage of the proposed materials is their ecological characteristic compared with classical structures used today in buildings thermal insulation.

  8. Risk Assessment and Treatment Countermeasures for the Barrier Lakes of Wenchuan Earthquake on May 12th, 2008

    Institute of Scientific and Technical Information of China (English)

    ZHANG Fawang; ZHANG Zhaoji; HAN Zhantao; SUN Jianping; XIAO Guoqiang

    2009-01-01

    This paper introduced the first hand investigation results of the risk and treatment measures for the barrier lakes triggered by the earthquake of Wenchuan. Characteristics of 10 barrier lakes were investigated and analyzed; procedure and methods for barrier lake treatment were brought forward. The dams of the barrier lakes can be classified as two classes: block rock in the south and loose deposit in the north. All the barrier dams were stable at the time of investigation, but water drainage channel needed to be constructed and to be protected from blockage or collapse. After the rain season of 2008, some dams needed to be consolidated, and change the barrier lakes to reservoirs.

  9. Behavior of Plastic Concrete Diaphragm Walls in Three Gorges Project

    Institute of Scientific and Technical Information of China (English)

    1999-01-01

    The high earth and rockfill cofferdam of Three Gorges Project employs plastic co ncrete diaphragm walls as seepage barrier. In view of the importance and technic al difficulty of the cofferdams, the behavior of plastic concrete and the diaphr agm walls within the cofferdams was studied. Plastic concrete samples taken from concrete mixer in the dam site were tested by using large triaxial testing appa ratus in Tsinghua University. Mechanical properties and parameters of Duncan-Ch ang nonlinear elastic model were obtained. Test results indicated that, comparin g with ordinary concrete, the mate rials have the features of low modulus of deformation and favorable impermeabili t y. The analysis of stresses and deformations of the diaphragm walls was performe d by means of finite element method (FEM), using parameters obtained from the re sult of triaxial tests. Calculation results were discussed.

  10. Construction Management.

    Science.gov (United States)

    Abbott, James F.

    This article provides a detailed discussion of a team approach to building that involves a construction manager, an architect, and a contractor. Bidding methods are outlined; the major components in construction management -- value engineering and fast track scheduling -- and the use of performance specifications are discussed. The construction…

  11. Superstring construction

    CERN Document Server

    1989-01-01

    The book includes a selection of papers on the construction of superstring theories, mainly written during the years 1984-1987. It covers ten-dimensional supersymmetric and non-supersymmetric strings, four-dimensional heterotic strings and four-dimensional type-II strings. An introduction to more recent developments in conformal field theory in relation to string construction is provided.

  12. [Barrier methods of contraception].

    Science.gov (United States)

    Goldsmith, A; Edelman, D A

    1982-01-01

    Vaginal methods of contraception were the earliest types used and some references to them date back to antiquity. Most of the vaginal contraceptive agents identified by the ancient Greeks, Indians, Japanese, and Chinese have been found in modern laboratory tests to have spermicidal properties, but it is doubtful that the methods were fully reliable or were used by many people. During the 19th century the condom, vaginal spermicides, and diaphragm became available. The development of nonoxynol-9 and other nonirritating but effective spermicidal agents improved vaginal contraceptives greatly by the 1950s, but starting in the 1960s newer methods began to replace the vaginal methods. Interest in barrier methods has been reawakened somewhat by concern about the health effects of hormonal methods. At present all barrier methods leave something to be desired. Failure rates of 3-30% for barrier methods in general have been estimated, but the higher rates are believed due to incorrect or inconsistent use. Theoretical failure rates of condoms and diaphragms have been estimated at 3/100 women-years, but in actual use failure rates may reach 15 for condoms and 13 for diaphragms used with spermicides. Use-effectiveness rates are greatly influenced by motivation. For a variety of reasons, the acceptability of barrier methods is low, especially in developing countries. New developments in spermicidal agents include sperm inhibitors, which impede the fertilizing capacity of sperm rather than attempting a spermicidal effect; a number of such agents have been studied and have proven more effective in animal tests than conventional spermicides. Neosampoon, a new spermicidal foam, has attracted an increasing number of users, especially in developing countries. A new condom, made of thin polymers and containing a standard dose of nonoxynol-9, has been designed to dissolve in the vaginal fluid. Further studies are needed of its acceptability, efficacy, and side effects before it becomes

  13. Technical barrier challenges

    Institute of Scientific and Technical Information of China (English)

    李思佳

    2014-01-01

    according to a famouse report,the foreign Technical Barriers to Trade(TBT)have some effects on the exports of the People’s Republic of China.Major findings are as follows:(1)TBT makes it more difficult for China to export;(2)TBT increases the costs of Chinese export commodities;(3)TBT causes friction and confilicts in the international trade;(4)SOME developed countries have moved their phase-outs to China and other developing countries,which have become victims of TBT.

  14. Technical barrier challenges

    Institute of Scientific and Technical Information of China (English)

    李思佳

    2014-01-01

    according to a famouse report,the foreign Technical Barriers to Trade(TBT) have some effects on the exports of the People's Republic of China.Major findings are as follows:(1)TBT makes it more difficult for China to export;(2)TBT increases the costs of Chinese export commodities;(3)TBT causes friction and confilicts in the international trade;(4)SOME developed countries have moved their phase-outs to China and other developing countries,which have become victims of TBT.

  15. Tearing Down Disciplinary Barriers

    Science.gov (United States)

    Roederer, Juan G.

    1988-05-01

    Profesor Hannes Alfvén's life-long battle against scientific narrow-mindedness and parochial approaches to the solution of scientific problems is well known and deeply appreciated by this author. In this article the new interdisciplinary trends in science are critically examined and the psychological impacts of crumbling disciplinary barriers on the participating scientists are analyzed. Several examples of interdisciplinary research programs are discussed and some thoughts on the structural reform of scientific organizations, agencies, and universities needed to face these trends are given.

  16. On the contribution of mucosal mast cells to the regulation of mouse intestinal barrier function

    OpenAIRE

    Rychter, J.

    2010-01-01

    The primary functions of the small intestine are the digestion and transport of luminal content and the absorption of nutrients. During these processes the intestinal mucosa is exposed to various ingested and resident pathogens. The ability of the intestinal wall to prevent transmucosal passage of toxins or of harmful micro-organisms and their products is defined as the intestinal barrier function. Defective intestinal barrier function plays a role in a number of disorders such as inflammator...

  17. Wall shear stress in intracranial aneurysms and adjacent arteries

    Institute of Scientific and Technical Information of China (English)

    Fuyu Wang; Bainan Xu; Zhenghui Sun; Chen Wu; Xiaojun Zhang

    2013-01-01

    Hemodynamic parameters play an important role in aneurysm formation and growth. However, it is difficult to directly observe a rapidly growing de novo aneurysm in a patient. To investigate possible associations between hemodynamic parameters and the formation and growth of intracranial aneurysms, the present study constructed a computational model of a case with an internal carotid artery aneurysm and an anterior communicating artery aneurysm, based on the CT angiography findings of a patient. To simulate the formation of the anterior communicating artery aneurysm and the growth of the internal carotid artery aneurysm, we then constructed a model that virtually removed the anterior communicating artery aneurysm, and a further two models that also progressively decreased the size of the internal carotid artery aneurysm. Computational simulations of the fluid dynamics of the four models were performed under pulsatile flow conditions, and wall shear stress was compared among the different models. In the three aneurysm growth models, increasing size of the aneurysm was associated with an increased area of low wall shear stress, a significant decrease in wall shear stress at the dome of the aneurysm, and a significant change in the wall shear stress of the parent artery. The wall shear stress of the anterior communicating artery remained low, and was significantly lower than the wall shear stress at the bifurcation of the internal carotid artery or the bifurcation of the middle cerebral artery. After formation of the anterior communicating artery aneurysm, the wall shear stress at the dome of the internal carotid artery aneurysm increased significantly, and the wall shear stress in the upstream arteries also changed significantly. These findings indicate that low wall shear stress may be associated with the initiation and growth of aneurysms, and that aneurysm formation and growth may influence hemodynamic parameters in the local and adjacent arteries.

  18. Novel targeted approach to better understand how natural structural barriers govern carotenoid in vitro bioaccessibility in vegetable-based systems.

    Science.gov (United States)

    Palmero, Paola; Lemmens, Lien; Ribas-Agustí, Albert; Sosa, Carola; Met, Kristof; de Dieu Umutoni, Jean; Hendrickx, Marc; Van Loey, Ann

    2013-12-01

    An experimental approach, allowing us to understand the effect of natural structural barriers (cell walls, chromoplast substructures) on carotenoid bioaccessibility, was developed. Different fractions with different levels of carotenoid bio-encapsulation (carotenoid-enriched oil, chromoplasts, small cell clusters, and large cell clusters) were isolated from different types of carrots and tomatoes. An in vitro method was used to determine carotenoid bioaccessibility. In the present work, a significant decrease in carotenoid in vitro bioaccessibility could be observed with an increasing level of bio-encapsulation. Differences in cell wall material and chromoplast substructure between matrices influenced carotenoid release and inclusion in micelles. For carrots, cell walls and chromoplast substructure were important barriers for carotenoid bioaccessibility while, in tomatoes, the chromoplast substructure represented the most important barrier governing bioaccessibility. The highest increase in carotenoid bioaccessibility, for all matrices, was obtained after transferring carotenoids into the oil phase, a system lacking cell walls and chromoplast substructures that could hamper carotenoid release.

  19. Wall-Crossing Invariants from Spectral Networks

    CERN Document Server

    Longhi, Pietro

    2016-01-01

    A new construction of BPS monodromies for 4d ${\\mathcal N}=2$ theories of class S is introduced. A novel feature of this construction is its manifest invariance under Kontsevich-Soibelman wall crossing, in the sense that no information on the 4d BPS spectrum is employed. The BPS monodromy is encoded by topological data of a finite graph, embedded into the UV curve $C$ of the theory. The graph arises from a degenerate limit of spectral networks, constructed at maximal intersections of walls of marginal stability in the Coulomb branch of the gauge theory. The topology of the graph, together with a notion of framing, encode equations that determine the monodromy. We develop an algorithmic technique for solving the equations, and compute the monodromy in several examples. The graph manifestly encodes the symmetries of the monodromy, providing some support for conjectural relations to specializations of the superconformal index. For $A_1$-type theories, the graphs encoding the monodromy are "dessins d'enfants" on ...

  20. Barriers to entry : abolishing the barriers to understanding

    OpenAIRE

    Keppler, Jan Horst

    2009-01-01

    BARRIERS TO ENTRY: ABOLISHING THE BARRIERS TO UNDERSTANDING by Jan-Horst Keppler Professor of economics Université Paris – Dauphine, LEDa, and Université Paris I Panthéon-Sorbonne, PHARE Port.: (+33 6) 77 81 37 46; Email: . Abstract The concept of a barrier to entry has been discussed least since Bain (1956) with important contributions by Spence (1977), Dixit (1980) or Milgrom and Roberts (1982). The more recent discussion is synth...

  1. Correlations of coronary plaque wall thickness with wall pressure and wall pressure gradient: a representative case study

    OpenAIRE

    Liu Biyue; Zheng Jie; Bach Richard; Tang Dalin

    2012-01-01

    Abstract Background There are two major hemodynamic stresses imposed at the blood arterial wall interface by flowing blood: the wall shear stress (WSS) acting tangentially to the wall, and the wall pressure (WP) acting normally to the wall. The role of flow wall shear stress in atherosclerosis progression has been under intensive investigation, while the impact of blood pressure on plaque progression has been under-studied. Method The correlations of wall thickness (WT) with wall pressure (WP...

  2. Safety-barrier diagrams as a safety management tool

    DEFF Research Database (Denmark)

    Duijm, Nijs Jan

    2009-01-01

    Networks is discussed. Important advantages of safety-barrier diagrams as compared to other graphical risk-analysis methods are, firstly, the relative simplicity that supports communication with non-expert stakeholders and, secondly, the focus on deliberately inserted safety systems that supports......Safety-barrier diagrams and “bow-tie” diagrams have become popular methods in risk analysis and safety management. This paper describes the syntax and principles for constructing consistent and valid safety-barrier diagrams. The latter's relation to other methods such as fault trees and Bayesian...... the management and maintenance of these systems. Safety-barrier diagrams provide a useful framework for an electronic data structure that integrates information from risk analysis with operational safety management....

  3. Hanford prototype-barrier status report: FY 1997

    Energy Technology Data Exchange (ETDEWEB)

    Ward, A.L.; Gee, G.W. [Pacific Northwest National Lab., Richland, WA (United States); Link, S.O. [Washington State Univ., Pullman, WA (United States)

    1997-12-01

    An above-grade surface barrier consisting of a vegetated soil-cover, surrounded by gravel and rock side slopes, is being tested for the US Department of Energy (DOE). It is part of a treatability study at the 200-BP-1 Operable Unit in the 200 East Area of the Hanford Site, near Richland, Washington. The surface barrier, constructed in 1994, covers 2.5 ha (6.9 acre) of land surface and is situated over an inactive liquid-waste disposal crib. A set of under drains, built into the barrier using curbed asphalt, allows precise measurement of drainage from the soil cover and the side slopes. The treatability test includes measurements of water balance, wind and water erosion, subsidence, plant growth, and plant and animal intrusion. The test compares the performance of the barrier under ambient and simulated climate change (elevated precipitation) conditions. This report documents findings from the third year of testing.

  4. Hanford prototype-barrier status report: FY 1997

    International Nuclear Information System (INIS)

    An above-grade surface barrier consisting of a vegetated soil-cover, surrounded by gravel and rock side slopes, is being tested for the US Department of Energy (DOE). It is part of a treatability study at the 200-BP-1 Operable Unit in the 200 East Area of the Hanford Site, near Richland, Washington. The surface barrier, constructed in 1994, covers 2.5 ha (6.9 acre) of land surface and is situated over an inactive liquid-waste disposal crib. A set of under drains, built into the barrier using curbed asphalt, allows precise measurement of drainage from the soil cover and the side slopes. The treatability test includes measurements of water balance, wind and water erosion, subsidence, plant growth, and plant and animal intrusion. The test compares the performance of the barrier under ambient and simulated climate change (elevated precipitation) conditions. This report documents findings from the third year of testing

  5. Geometric optics radome analysis wall incorporating effects of wall curvature

    Science.gov (United States)

    Kozakoff, Dennis J.

    1993-07-01

    In this research, a principal unmodeled error contributor in radome analysis is identified as the local plane approximation at the ray intercept point. An improved approach to modeling and computing the effects of the radome wall was developed which improves the radome wall transmission wall analysis in three respects: use of surface integration, utilization of a divergence factor (DF) to account for wall curvature, and incorporation of the effects of multiple refraction (MR). Modeling an incident plane wave on an external reference plane as an ensemble of Huygen's sources, geometric optics is used to trace the fields from the reference plane through the radome wall to a receiving monopulse antenna, where the wall transmissions on each ray are collected. The fact that the integration of a bundle of rays through the radome wall, as opposed to a single ray, more densely samples the curvature variation results in a more robust model. A DF derived from Snell's law for spherical shells accounts for the local wall curvature at the ray intercept point. To validate the approach, a microwave measurement setup was assembled around a network analyzer. Swept frequency data were obtained for similar monolithic wall dielectric panels but with different wall curvatures. Comparisons were then with measured data and the predictions of the model herein.

  6. Supramolecular Self-Assembled Chaos: Polyphenolic Lignin’s Barrier to Cost-Effective Lignocellulosic Biofuels

    OpenAIRE

    Shawn Matthew Dirk; Jason Carl Harper; Blake Alexander Simmons; Anup Kumar Singh; Paul David Adams; Ann Mary Achyuthan; Komandoor Elayavalli Achyuthan

    2010-01-01

    Phenylpropanoid metabolism yields a mixture of monolignols that undergo chaotic, non-enzymatic reactions such as free radical polymerization and spontaneous self-assembly in order to form the polyphenolic lignin which is a barrier to cost-effective lignocellulosic biofuels. Post-synthesis lignin integration into the plant cell wall is unclear, including how the hydrophobic lignin incorporates into the wall in an initially hydrophilic milieu. Self-assembly, self-organization and aggregation gi...

  7. Forward Wall Detector

    International Nuclear Information System (INIS)

    The Forward Wall Detector is designed to identify projectile like fragments from heavy ion reactions at CELSIUS storage ring in Uppsala, Sweden. The FWD consist of 96 detection modules covering azimuthal angle from 3.9o to 11.7o with efficiency of 81%. The detection module can be either of phoswitch type (10 mm fast plastic + 80 mm CsI(Tl)) or standard ΔE-E telescope (750 μm Si + 88 mm CsI(Tl)). It is expected to have charge identification up to Z=18, mass resolution for H and He isotopes and energy resolution ∼ 8%. (author)

  8. Axions from wall decay

    Energy Technology Data Exchange (ETDEWEB)

    Chang, S; Hagmann, C; Sikivie, P

    2001-01-08

    The authors discuss the decay of axion walls bounded by strings and present numerical simulations of the decay process. In these simulations, the decay happens immediately, in a time scale of order the light travel time, and the average energy of the radiated axions is {approx_equal} 7m{sub a} for v{sub a}/m{sub a} {approx_equal} 500. is found to increase approximately linearly with ln(v{sub a}/m{sub a}). Extrapolation of this behavior yields {approx_equal} 60 m{sub a} in axion models of interest.

  9. Effects of dynamic compression on lentiviral transduction in an in vitro airway wall model

    OpenAIRE

    Tomei, A. A.; Choe, M. M.; Swartz, M. A.

    2008-01-01

    Asthmatic patients are more susceptible to viral infection, and we asked whether dynamic strain on the airway wall (such as that associated with bronchoconstriction) would influence the rate of viral infection of the epithelial and subepithelial cells. To address this, we characterized the barrier function of a three-dimensional culture model of the bronchial airway wall mucosa, modified the culture conditions for optimization of ciliogenesis, and compared epithelial and subepithelial green f...

  10. Identifying barriers in the diffusion of renewable energy sources

    International Nuclear Information System (INIS)

    Rapid diffusion of renewable energy sources (RES) in the electricity power sector is crucial if the EU wants to fulfill its 2050 CO2 reduction commitments. For this reason, identifying and alleviating all barriers that hinder the development of RES is necessary to the successful deployment of these technologies. This paper discusses the main barriers in the diffusion of wind and photovoltaic (PV) solar power in the Greek electricity sector by drawing on the literature of technological innovation systems and system functions. Furthermore, we provide an explanation of the different diffusion rates between the two technologies. Inadequate financial resources, low grid capacity, delays in the issuance of building permits, opposition from local communities to the construction of wind farms and the lack of a stable institutional framework are among the most important barriers that inhibit the diffusion of the wind and PV solar power. The nature of the barriers identified in this study calls for policy intervention. - Highlights: • Firms in the Greek wind and solar power sectors assess RES barriers. • Lack of financial resources is the most important RES barrier. • Lack of a stable institutional framework negatively affects RES deployment. • The support of the public sector is crucial to the diffusion of RES. •Wind power faces strong legitimization barriers

  11. Synthetic Eelgrass Oil Barrier

    Science.gov (United States)

    Curtis, T. G.

    2013-05-01

    Although surviving in situ micro-organisms eventually consume spilled oil, extensive inundation of shore biota by oil requires cleanup to enable ecological recovery within normal time scales. Although effective in calm seas and quiet waters, oil is advected over and under conventional curtain oil booms by wave actions and currents when seas are running. Most sorbent booms are not reusable, and are usually disposed of in landfills, creating excessive waste. A new concept is proposed for a floating oil barrier, to be positioned off vulnerable coasts, to interdict, contain, and sequester spilled oil, which can then be recovered and the barrier reused. While conventional oil boom designs rely principally on the immiscibility of oil in water and its relative buoyancy, the new concept barrier avoids the pitfalls of the former by taking advantage of the synergistic benefits of numerous fluid and material properties, including: density, buoyancy, elasticity, polarity, and surface area to volume ratio. Modeled after Zostera marina, commonly called eelgrass, the new barrier, referred to as synthetic eelgrass (SE), behaves analogously. Eelgrass has very long narrow, ribbon-like, leaves which support periphyton, a complex matrix of algae and heterotrophic microbes, which position themselves there to extract nutrients from the seawater flowing past them. In an analogous fashion, oil on, or in, seawater, which comes in contact with SE, is adsorbed on the surface and sequestered there. Secured to the bottom, in shoal waters, SE rises to the surface, and, if the tide is low enough, floats on the sea surface down wind, or down current to snare floating oil. The leaves of SE, called filaments, consist of intrinsically buoyant strips of ethylene methyl acrylate, aka EMA. EMA, made of long chain, saturated, hydrocarbon molecules with nearly homogeneous electron charge distributions, is a non-polar material which is oleophilic and hydrophobic. Oil must be in close proximity to the

  12. The Continuity of Barrier Function with Respect to the Parameter

    Institute of Scientific and Technical Information of China (English)

    Xinxiang LI; Jun YAN

    2009-01-01

    The authors study the continuity of barrier function Be(x) with respect to the parameter.A sufficient condition which makes Bc(x) be continuous with respect to c is obtained,and an example of discontinuity when the condition is not satisfied is also constructed.

  13. Construction mathematics

    CERN Document Server

    Virdi, Surinder

    2006-01-01

    Taking a starting point below that of GCSE level, by assuming no prior mathematical knowledge, Surinder Virdi and Roy Baker take the reader step by step through the mathematical requirements for Level 2 and 3 Building and Construction courses.Unlike the majority of basic level maths texts available, this book focuses exclusively on mathematics as it is applied in actual construction practice. As such, topics specific to the construction industry are presented, as well as essential areas for Level 2 craft NVQs - for example, costing calculations, labor costs, cost of materials and setting out o

  14. Evolution Sustainable Green Inner-wall with Flexible Floor Plan

    Directory of Open Access Journals (Sweden)

    Tawil N.M.

    2014-01-01

    Full Text Available The trend of renovate residential houses especially the interior of the house has become a common phenomenon for homeowners nowadays in Malaysia. This scenario is quiet concern because sometimes no modifications to comply with the law and the guidelines set by the government housing. Modifications with not done properly can cause injury and harm to families and the people around. To reduce this problem, the concept of sustainable inner walls with flexible floor plan should be incorporated in every house in Malaysia. This is because the wall is the basic structure of a building and usually serves as the border, supporting structures and dividing the space with another space. Wall also causes an increase of the price of a house. This is due to the increase in raw material costs and labor costs, land subsidence have to bear by the developer. The increasing in house prices is causing among Malaysians, especially young executives cannot afford to buy their first home. To reduce the price of the home, reduction in construction interior wall in wet construction should be done and replaced with the sustainable inner wall. This sustainable inner wall also can save the space and the owner simplify can added or reduced the room according their need without spending too much money for renovation in the future.

  15. T-TY Tank Farm Interim Surface Barrier Demonstration - Vadose Zone Monitoring FY10 Report

    Energy Technology Data Exchange (ETDEWEB)

    Zhang, Z. F. [Pacific Northwest National Lab. (PNNL), Richland, WA (United States); Strickland, Christopher E. [Pacific Northwest National Lab. (PNNL), Richland, WA (United States); Field, Jim G. [Washington River Protection Solutions, Inc., Richland, WA (United States); Parker, Danny L. [Washington River Protection Solutions, Inc., Richland, WA (United States)

    2011-01-01

    The U.S. Department of Energy’s Office of River Protection has constructed interim surface barriers over a portion of the T and TY tank farms as part of the Interim Surface Barrier Demonstration Project. The interim surface barriers (hereafter referred to as the surface barriers or barriers) are designed to minimize the infiltration of precipitation into the soil zones containing radioactive contaminants and minimize the movement of the contaminants. As part of the demonstration effort, vadose zone moisture is being monitored to assess the effectiveness of the barriers at reducing soil moisture. Solar-powered systems were installed to continuously monitor soil water conditions at four locations in the T (i.e., instrument Nests TA, TB, TC, and TD) and the TY (i.e., instrument Nests TYA and TYB) Farms beneath the barriers and outside the barrier footprint as well as site meteorological conditions. Nests TA and TYA are placed in the area outside the barrier footprint and serve as controls, providing subsurface conditions outside the influence of the surface barriers. Nest TB provides subsurface measurements to assess surface-barrier edge effects. Nests TC, TD, and TYB are used to assess changes in soil-moisture conditions beneath the interim surface barriers.

  16. Green Construction in Building Renovation

    Science.gov (United States)

    Ksit, Barbara; Majcherek, Michał

    2016-06-01

    Modern materials and construction solutions draw more and more attention to ecology and building certification. Among the criteria appearing in revitalization, an important element is bringing plants back into heavily urbanized areas. In its natural form, this is not possible to carry out everywhere, often requiring large amounts of space. Nowadays, however, there are a number of green roofs and green wall systems, allowing "greener" construction without making significant changes in the urban environment. The article includes a presentation and analysis of selected solutions of biological surfaces known as green roofs and green walls, specifying various solutions and their most important features. The case study focuses primarily on material and design solutions, as well as the potential benefits, risks and limitations in their use. Plants structures on the surfaces of vertical and horizontal partitions continue to be a very interesting alternative to take into account when applying for grants, such as LEED or BREEAM certificates.

  17. Midwest cousins of Barnes-Wall lattices

    OpenAIRE

    Griess Jr., Robert L.

    2009-01-01

    Given a rational lattice and suitable set of linear transformations, we construct a cousin lattice. Sufficient conditions are given for integrality, evenness and unimodularity. When the input is a Barnes-Wall lattice, we get multi-parameter series of cousins. There is a subseries consisting of unimodular lattices which have ranks $2^{d-1}\\pm 2^{d-k-1}$, for odd integers $d\\ge 3$ and integers $k=1,2, ..., \\frac {d-1}2$. Their minimum norms are moderately high: $2^{\\lfloor \\frac d2 \\rfloor -1}$.

  18. Underground explosion barriers - a review

    Energy Technology Data Exchange (ETDEWEB)

    Jensen, B.; O`Beirne, T. [ACIRL Ltd., Booval, Qld. (Australia)

    1997-12-31

    The paper focuses on explosibility conditions in underground coal mines, the behaviour of explosions from initiating gas ignition to violent dust explosions and the effectiveness and limits of operation of current designs of passive explosion barriers in suppressing the flame front. The paper also discusses performance evaluations made in full scale explosion galleries and the use of alternatives to passive barriers, including the installation of active barriers under some circumstances.

  19. Association Mapping of Cell Wall Synthesis Regulatory Genes and Cell Wall Quality in Switchgrass

    Energy Technology Data Exchange (ETDEWEB)

    Bartley, Laura [Univ. of Oklahoma, Norman, OK (United States). Dept. of Microbiology and Plant Biology; Wu, Y. [Oklahoma State Univ., Stillwater, OK (United States); Zhu, L. [Oklahoma State Univ., Stillwater, OK (United States); Brummer, E. C. [Noble Foundation, Ardmore, OK (United States); Saha, M. [Noble Foundation, Ardmore, OK (United States)

    2016-05-31

    Inefficient conversion of biomass to biofuels is one of the main barriers for biofuel production from such materials. Approximately half of polysaccharides in biomass remain unused by typical biochemical conversion methods. Conversion efficiency is influenced by the composition and structure of cell walls of biomass. Grasses such as wheat, maize, and rice, as well as dedicated perennial bioenergy crops, like switchgrass, make up ~55% of biomass that can be produced in the United States. Grass cell walls have a different composition and patterning compared with dicotyledonous plants, including the well-studied model plant, Arabidopsis. This project identified genetic determinants of cell wall composition in grasses using both naturally occurring genetic variation of switchgrass and gene network reconstruction and functional assays in rice. In addition, the project linked functional data in rice and other species to switchgrass improvement efforts through curation of the most abundant class of regulators in the switchgrass genome. Characterizing natural diversity of switchgrass for variation in cell wall composition and properties, also known as quality, provides an unbiased avenue for identifying biologically viable diversity in switchgrass cell walls. To characterizing natural diversity, this project generated cell wall composition and enzymatic deconstruction data for ~450 genotypes of the Switchgrass Southern Association Collection (SSAC), a diverse collection composed of 36 switchgrass accessions from the southern U.S. distribution of switchgrass. Comparing these data with other measures of cell wall quality for the same samples demonstrated the complementary nature of the diverse characterization platforms now being used for biomass characterization. Association of the composition data with ~3.2K single nucleotide variant markers identified six significant single nucleotide variant markers co-associated with digestibility and another compositional trait. These

  20. Energy efficiency of the Rural Wall multi-layer structure in low-rise building design

    Directory of Open Access Journals (Sweden)

    T.A. Golova

    2014-12-01

    Full Text Available This paper presents the study on energy efficiency of various wall design solutions and a new multi-layer wall design for low-rise construction as well as the results of television studies on multi-layer and single-layer envelopes. Indoor climate parameters for various wall design solutions are determined. The study reveals the optimal wall design solutions and specifies the theoretical assessment of their energy efficiency in compliance with Russia's national building code 23-02-2003. The paper presents calculations of building heat loss through the exterior building envelope, reduced resistance to heat transfer of walls and total heat loss of the building with the selected outer wall design during the heating season. Recommendations on the application of the new multi-layer wall design using local wall materials in the construction of energy-efficient low-rise buildings are developed. The recommendations include requirements for wall materials, thermal calculations, production guidelines, properties of layers in a multi-layer walls and physical and mechanical properties of wall layers.

  1. Permeation barrier for lightweight liquid hydrogen tanks

    Energy Technology Data Exchange (ETDEWEB)

    Schultheiss, D.

    2007-04-16

    For the future usage of hydrogen as an automotive fuel, its on-board storage is crucial. One approach is the storage of liquid hydrogen (LH2, 20 K) in double-walled, vacuum insulated tanks. The introduction of carbon fiber reinforced plastics (CFRP) as structural material enables a high potential of reducing the weight in comparison to the state-of-the-art stainless steel tanks. The generally high permeability of hydrogen through plastics, however, can lead to long-term degradation of the insulating vacuum. The derived objective of this dissertation was to find and apply an adequate permeation barrier (liner) on CFRP. The investigated liners were either foils adhered on CFRP specimens or coatings deposited on CFRP specimens. The coatings were produced by means of thermal spraying, metal plating or physical vapor deposition (PVD). The materials of the liners included Al, Au, Cu, Ni and Sn as well as stainless steel and diamond-like carbon. The produced liners were tested for their permeation behavior, thermal shock resistance and adherence to the CFRP substrate. Additionally, SEM micrographs were used to characterize and qualify the liners. The foils, although being a good permeation barrier, adhered weakly to the substrate. Furthermore, leak-free joining of foil segments is a challenge still to be solved. The metal plating liners exhibited the best properties. For instance, no permeation could be detected through a 50 {mu}m thick Cu coating within the accuracy of the measuring apparatus. This corresponds to a reduction of the permeation gas flow by more than factor 7400 compared to uncoated CFRP. In addition, the metal platings revealed a high adherence and thermal shock resistance. The coatings produced by means of thermal spraying and PVD did not show a sufficient permeation barrier effect. After having investigated the specimens, a 170 liter CFRP tank was fully coated with 50 {mu}m Cu by means of metal plating. (orig.)

  2. Construction aggregates

    Science.gov (United States)

    Nelson, T.I.; Bolen, W.P.

    2007-01-01

    Construction aggregates, primarily stone, sand and gravel, are recovered from widespread naturally occurring mineral deposits and processed for use primarily in the construction industry. They are mined, crushed, sorted by size and sold loose or combined with portland cement or asphaltic cement to make concrete products to build roads, houses, buildings, and other structures. Much smaller quantities are used in agriculture, cement manufacture, chemical and metallurgical processes, glass production and many other products.

  3. The gut barrier: new acquisitions and therapeutic approaches.

    Science.gov (United States)

    Scaldaferri, Franco; Pizzoferrato, Marco; Gerardi, Viviana; Lopetuso, Loris; Gasbarrini, Antonio

    2012-10-01

    The intestinal barrier serves 2 critical functions for the survival of the individual: first, it allows nutrient absorption and second, it defends the body from dangerous macromolecule penetration. It is a complex multilayer system, consisting of an external "anatomic" barrier and an inner "functional" immunological barrier. The interaction of these 2 barriers enables equilibrated permeability to be maintained. Many factors can alter this balance: gut microflora modifications, mucus layer alterations, and epithelial damage can increase intestinal permeability, allowing the translocation of luminal content to the inner layer of intestinal wall. Several techniques are now available that enable us to study gut permeability: "in vitro" models (Caco-2 and HT29-MTX cells) and "in vivo" not invasive tests (sugar tests and radioisotope scanning tests) are used to estimate permeability and to suggest molecular pathophysiological mechanisms of intestinal permeability in health and diseases. Many medicinal products used in the treatment of gastrointestinal diseases have also found to play an active role in modulate intestinal permeability: corticosteroids, 5-aminosalicylic acid, anti-tumor necrosis factor, probiotics, and mucosal protectors, like gelatin tannate. This review will particularly address the role of the gut barrier in maintaining intestinal permeability (microbiota, mucus, and epithelial cells), the techniques used for estimating intestinal permeability and the therapeutic approaches able to modify it. PMID:22955350

  4. Countermeasures and barriers

    Energy Technology Data Exchange (ETDEWEB)

    Petersen, Johannes [Oersted - DTU, Automation, Kgs. Lyngby (Denmark)

    2005-10-01

    In 1973 Haddon proposed ten strategies for reducing and avoiding damages based on a model of potential harmful energy transfer (Haddon, 1973). The strategies apply to a large variety of unwanted phenomena. Haddon's pioneering work on countermeasures has had a major influence on later thinking about safety. Considering its impact it is remarkable that the literature offers almost no discussions related to the theoretical foundations of Haddon's countermeasure strategies. The present report addresses a number of theoretical issues related to Haddon's countermeasure strategies, which are: 1) A reformulation and formalization of Haddon's countermeasure strategies. 2) An identification and description of some of the problems associated with the term 'barrier'. 3) Suggestions for a more precise terminology based on the causal structure of countermeasures. 4) Extending the scope of countermeasures to include sign-based countermeasures. (au)

  5. PHARMACOVIGILANCE: BARRIERS AND CHALLENGES

    Directory of Open Access Journals (Sweden)

    VARMA S. K

    2013-01-01

    Full Text Available Pharmacovigilance is a new discipline which deals with adverse drug or any drug related problems. Pharmacovigilance programme was not bed of roses but its path is laid with challenges and barriers. It is facing obstacles from deficiency from professional health personal to web-based sale of drugs, counterfeit drug to self-medication, etc. It is an integral part of the health sector and identification and reporting of adverse drug effects will have a positive impact on the public health. Improvement in knowledge in pharmacovigilance and communication from the top level to the grass-root level in the health sector will help in proper implementation of the programme. Patient should be educated to report any adverse effects after taking drug and stop relaying on acquiring information related to drugs in web. Proper detection, reporting and analysis would help to implement the programme for the betterment of society.

  6. Countermeasures and barriers

    International Nuclear Information System (INIS)

    In 1973 Haddon proposed ten strategies for reducing and avoiding damages based on a model of potential harmful energy transfer (Haddon, 1973). The strategies apply to a large variety of unwanted phenomena. Haddon's pioneering work on countermeasures has had a major influence on later thinking about safety. Considering its impact it is remarkable that the literature offers almost no discussions related to the theoretical foundations of Haddon's countermeasure strategies. The present report addresses a number of theoretical issues related to Haddon's countermeasure strategies, which are: 1) A reformulation and formalization of Haddon's countermeasure strategies. 2) An identification and description of some of the problems associated with the term 'barrier'. 3) Suggestions for a more precise terminology based on the causal structure of countermeasures. 4) Extending the scope of countermeasures to include sign-based countermeasures. (au)

  7. Racial Trade Barriers?

    DEFF Research Database (Denmark)

    Bjerre, Jacob Halvas

    Aryanization is associated with Nazi Germany's policies to exclude Jews in the Germany from the economy in the pre-war years, but I will show it was a global policy from 1937. The utopian goal of international Aryanization was the total removal of Jews who traded with Germany anywhere in the world....... This paper analyzes the racial policies pursued in the foreign trade and argues that we need to recognize Aryanization as a world-wide policy in order to fully understand its character and possible consequences. I focus on the pre-war period and analyze the case of Denmark from three different perspectives......: perpetrators, victims and bystanders. The analysis will show that race, economy and foreign trade were combined in an attempt to raise racial trade barriers. This forced the question of German racial policies on the Danish government, Danish-Jewish businesses, and German companies involved in foreign trade...

  8. Strengthening of Unreinforced Masonry Walls with Composite Materials

    Directory of Open Access Journals (Sweden)

    Ioana-Sorina Enţuc

    2004-01-01

    Full Text Available Unreinforced masonry (URM is considered one of the oldest construction materials being until the end of XIXth century, the basic material for: foundations, walls, columns, volts, staircases, floor joints, roofs, retaining walls, drainage channels, barrages, etc. Construction with URM elements posses a series of advantages such as: fire resistance, thermal an acoustic insulations between interior and outside spaces, humidity resistance. However the URM elements have some significant inconveniences such as: large self weight (heaviness causes cracks in the other elements of structures, reduced mechanical strengths in comparison with other traditional materials (steel and concrete, low tenacity, great manual labor consumptions, and vulnerability to earthquakes. Various factors cause deteriorations which must be overcome by strengthening solutions. Some strengthening solutions based on fiber reinforced polymers (FRP products applied directly on URM brick walls are presented in the paper.

  9. Minimum wall pressure coefficient of orifice plate energy dissipater

    Directory of Open Access Journals (Sweden)

    Wan-zheng AI

    2015-01-01

    Full Text Available Orifice plate energy dissipaters have been successfully used in large-scale hydropower projects due to their simple structure, convenient construction procedure, and high energy dissipation ratio. The minimum wall pressure coefficient of an orifice plate can indirectly reflect its cavitation characteristics: the lower the minimum wall pressure coefficient is, the better the ability of the orifice plate to resist cavitation damage is. Thus, it is important to study the minimum wall pressure coefficient of the orifice plate. In this study, this coefficient and related parameters, such as the contraction ratio, defined as the ratio of the orifice plate diameter to the flood-discharging tunnel diameter; the relative thickness, defined as the ratio of the orifice plate thickness to the tunnel diameter; and the Reynolds number of the flow through the orifice plate, were theoretically analyzed, and their relationships were obtained through physical model experiments. It can be concluded that the minimum wall pressure coefficient is mainly dominated by the contraction ratio and relative thickness. The lower the contraction ratio and relative thickness are, the larger the minimum wall pressure coefficient is. The effects of the Reynolds number on the minimum wall pressure coefficient can be neglected when it is larger than 105. An empirical expression was presented to calculate the minimum wall pressure coefficient in this study.

  10. Minimum wall pressure coefficient of orifice plate energy dissipater

    Institute of Scientific and Technical Information of China (English)

    Wan-zheng Ai; Jia-hong Wang

    2015-01-01

    Orifice plate energy dissipaters have been successfully used in large-scale hydropower projects due to their simple structure, convenient construction procedure, and high energy dissipation ratio. The minimum wall pressure coefficient of an orifice plate can indirectly reflect its cavitation characteristics:the lower the minimum wall pressure coefficient is, the better the ability of the orifice plate to resist cavitation damage is. Thus, it is important to study the minimum wall pressure coefficient of the orifice plate. In this study, this coefficient and related parameters, such as the contraction ratio, defined as the ratio of the orifice plate diameter to the flood-discharging tunnel diameter;the relative thickness, defined as the ratio of the orifice plate thickness to the tunnel diameter;and the Reynolds number of the flow through the orifice plate, were theoretically analyzed, and their relationships were obtained through physical model experiments. It can be concluded that the minimum wall pressure coefficient is mainly dominated by the contraction ratio and relative thickness. The lower the contraction ratio and relative thickness are, the larger the minimum wall pressure coefficient is. The effects of the Reynolds number on the minimum wall pressure coefficient can be neglected when it is larger than 105. An empirical expression was presented to calculate the minimum wall pressure coefficient in this study.

  11. Asymptotic Dynamics of Monopole Walls

    CERN Document Server

    Cross, R

    2015-01-01

    We determine the asymptotic dynamics of the U(N) doubly periodic BPS monopole in Yang-Mills-Higgs theory, called a monopole wall, by exploring its Higgs curve using the Newton polytope and amoeba. In particular, we show that the monopole wall splits into subwalls when any of its moduli become large. The long-distance gauge and Higgs field interactions of these subwalls are abelian, allowing us to derive an asymptotic metric for the monopole wall moduli space.

  12. Dynamical domain wall and localization

    Directory of Open Access Journals (Sweden)

    Yuta Toyozato

    2016-03-01

    Full Text Available Based on the previous works (Toyozato et al., 2013 [24]; Higuchi and Nojiri, 2014 [25], we investigate the localization of the fields on the dynamical domain wall, where the four-dimensional FRW universe is realized on the domain wall in the five-dimensional space–time. Especially we show that the chiral spinor can localize on the domain wall, which has not been succeeded in the past works as the seminal work in George et al. (2009 [23].

  13. Experimental Study on the Seismic Performance of Recycled Concrete Brick Walls Embedded with Vertical Reinforcement

    OpenAIRE

    Cao, Wanlin; Zhang, Yongbo; Dong, Hongying; Zhou, Zhongyi; Qiao, Qiyun

    2014-01-01

    Recycled concrete brick (RCB) is manufactured by recycled aggregate processed from discarded concrete blocks arising from the demolishing of existing buildings. This paper presents research on the seismic performance of RCB masonry walls to assess the applicability of RCB for use in rural low-rise constructions. The seismic performance of a masonry wall is closely related to the vertical load applied to the wall. Thus, the compressive performance of RCB masonry was investigated firstly by con...

  14. Great Wall of China

    Science.gov (United States)

    2001-01-01

    This ASTER sub-image covers a 12 x 12 km area in northern Shanxi Province, China, and was acquired January 9, 2001. The low sun angle, and light snow cover highlight a section of the Great Wall, visible as a black line running diagonally through the image from lower left to upper right. The Great Wall is over 2000 years old and was built over a period of 1000 years. Stretching 4500 miles from Korea to the Gobi Desert it was first built to protect China from marauders from the north.This image is located at 40.2 degrees north latitude and 112.8 degrees east longitude.Advanced Spaceborne Thermal Emission and Reflection Radiometer (ASTER) is one of five Earth-observing instruments launched December 18, 1999, on NASA's Terra satellite. The instrument was built by Japan's Ministry of International Trade and Industry. A joint U.S./Japan science team is responsible for validation and calibration of the instrument and the data products. Dr. Anne Kahle at NASA's Jet Propulsion Laboratory, Pasadena, Calif., is the U.S. Science team leader; Moshe Pniel of JPL is the project manager. ASTER is the only high resolution imaging sensor on Terra. The primary goal of the ASTER mission is to obtain high-resolution image data in 14 channels over the entire land surface, as well as black and white stereo images. With revisit time of between 4 and 16 days, ASTER will provide the capability for repeat coverage of changing areas on Earth's surface.The broad spectral coverage and high spectral resolution of ASTER will provide scientists in numerous disciplines with critical information for surface mapping, and monitoring dynamic conditions and temporal change. Example applications are: monitoring glacial advances and retreats, monitoring potentially active volcanoes, identifying crop stress, determining cloud morphology and physical properties, wetlands Evaluation, thermal pollution monitoring, coral reef degradation, surface temperature mapping of soils and geology, and measuring surface

  15. Stretchable gas barrier achieved with partially hydrogen-bonded multilayer nanocoating.

    Science.gov (United States)

    Holder, Kevin M; Spears, Benjamin R; Huff, Molly E; Priolo, Morgan A; Harth, Eva; Grunlan, Jaime C

    2014-05-01

    Super gas barrier nanocoatings are recently demonstrated by combining polyelectrolytes and clay nanoplatelets with layer-by-layer deposition. These nanobrick wall thin films match or exceed the gas barrier of SiOx and metallized films, but they are relatively stiff and lose barrier with significant stretching (≥ 10% strain). In an effort to impart stretchability, hydrogen-bonding polyglycidol (PGD) layers are added to an electrostatically bonded thin film assembly of polyethylenimine (PEI) and montmorillonite (MMT) clay. The oxygen transmission rate of a 125-nm thick PEI-MMT film increases more than 40x after being stretched 10%, while PGD-PEI-MMT trilayers of the same thickness maintain its gas barrier. This stretchable trilayer system has an OTR three times lower than the PEI-MMT bilayer system after stretching. This report marks the first stretchable high gas barrier thin film, which is potentially useful for applications that require pressurized elastomers. PMID:24700525

  16. BPS domain walls from backreacted orientifolds

    CERN Document Server

    Blåbäck, Johan; Van Riet, Thomas; Vercnocke, Bert

    2013-01-01

    Compactifications with D-brane and orientifold sources lead to standard gauged supergravity theories if the sources are smeared over the internal directions. It is therefore of interest to find how the solutions described by the gauged supergravity are altered by properly localising the sources. In this paper we analyse this for BPS domain wall solutions in the seven-dimensional gauged supergravity obtained from an O6 toroidal orientifold compactification in massive IIA supergravity. This is one of the simplest no-scale supergravities that can be constructed and analysed in full detail. We find and discuss the BPS domain walls both when the O6 planes are smeared and localised. When the O6 planes are localised the domain wall solutions live in a warped compactification. In order to get explicit expressions we also consider the non-compact versions of the solutions for which the O6 planes have been traded for D6 branes. Through T-duality we obtain partially localised solutions for compactifications to four dime...

  17. Barriers to Women in Science

    Science.gov (United States)

    Butler, Rosemary

    2013-01-01

    The Presiding Officer of the National Assembly for Wales, Rosemary Butler AM, has put the issue of barriers to women in public life at the top of the political agenda in Wales. She has held sessions with women across Wales to find out what those barriers are and how they can be tackled. On International Women's Day in February, she invited…

  18. Regulatory analysis for the use of underground barriers at the Hanford Site tank farms

    International Nuclear Information System (INIS)

    Sixty-seven of the single-shell tanks at the Hanford Site, Richland, Washington, are assumed to have leaked in the past. Some of the waste retrieval options being considered, such as past-practice sluicing (a process that uses hot water to dislodge waste for subsequent removal by pumping), have the potential for increasing releases of dangerous waste from these tanks. Underground barrier systems are being evaluated as a method to mitigate releases of tank waste to the soil and groundwater that may occur during retrieval activities. The following underground barrier system options are among those being evaluated to determine whether their construction at the Single-Shell Tank Farms is viable. (1) A desiccant barrier would be created by circulating air through the subsurface soil to lower and then maintain the water saturation below the levels required for liquids to flow. (2) An injected materials barrier would be created by injecting materials such as grout or silica into the subsurface soils to form a barrier around and under a given tank or tank farm. (3) A cryogenic barrier would be created by freezing subsurface soils in the vicinity of a tank or tank farm. An analysis is provided of the major regulatory requirements that may impact full scale construction and operation of an underground barrier system and a discussion of factors that should be considered throughout the barrier selection process, irrespective of the type of underground barrier system being considered. However, specific barrier systems will be identified when a given regulation will have significant impact on a particular type of barrier technology. Appendix A provides a matrix of requirements applicable to construction and operation of an underground barrier system

  19. Deformation Behaviors of Geosynthetic Reinforced Soil Walls on Shallow Weak Ground

    Science.gov (United States)

    Kim, You-Seong; Won, Myoung-Soo

    In this study, the fifteen-month behavior of two geosynthetic reinforced soil walls, which was constructed on the shallow weak ground, was measured and analyzed. The walls were backfilled with clayey soil obtained from the construction site nearby, and the safety factors obtained from general limit equilibrium analysis were less than 1.3 in both wall. To compare with the measured data from the real GRS walls and unreinforced soil mass, a series of finite element method (FEM) analyses on two field GRS walls and unreinforced soil mass were conducted. The FEM analysis results showed that failure plane of unreinforced soil mass was consistent with the Rankine active state, but failure plane did not occur in GRS walls. In addition, maximum horizontal displacements and shear strains in GRS walls were 50% smaller than those found in unreinforced soil mass. Modeling results such as the maximum horizontal displacements, horizontal pressure, and geosynthetic tensile strengths in GRS wall have a god agreement with the measured data. Based on this study, it could be concluded that geosynthetic reinforcement are effective to reduce the displacement of the wall face and/or the deformation of the backfill soil even if the mobilized tensile stress after construction is very small.

  20. Construction safety

    CERN Document Server

    Li, Rita Yi Man

    2013-01-01

    A close-to-ideal blend of suburb and city, speedy construction of towers of Babylon, the sparkling proportion of glass and steel buildings’ facade at night showcase the wisdom of humans. They also witness the footsteps, sweats and tears of architects and engineers. Unfortunately, these signatures of human civilizations are swathed in towering figures of construction accidents. Fretting about these on sites, different countries adopt different measures on sites. This book firstly sketches the construction accidents on sites, followed by a review on safety measures in some of the developing countries such as Bermuda, Egypt, Kuwait and China; as well as developed countries, for example, the United States, France and Singapore. It also highlights the enormous compensation costs with the courts’ experiences in the United Kingdom and Hong Kong.

  1. Epistemological barriers to radical behaviorism

    Science.gov (United States)

    O'Donohue, William T.; Callaghan, Glenn M.; Ruckstuhl, L. E.

    1998-01-01

    The historian and philosopher of science Gaston Bachelard proposed the concept of epistemological barriers to describe the intellectual challenges encountered by scientists in their work. In order to embrace novel ways of approaching a problem in science, scientists must overcome barriers or obstacles posed by their prior views. For example, Einsteinian physics presents scientists with claims that space is curved and that time and space are on the same continuum. We utilize Bachelard's concept of epistemological barriers to describe the differences between the intellectual journeys students pursuing advanced studies face when attempting to accept cognitive psychology or radical behaviorism. We contend that the folk psychological beliefs that students typically hold when entering these studies pose less challenge to cognitive psychology than to radical behaviorism. We also suggest that these barriers may also partly be involved in the problematic exegesis that has plagued radical behaviorism. In close, we offer some suggestions for dealing with these epistemological barriers. PMID:22478314

  2. Mechanical performance of a double-face reinforced retaining wall in an area disturbed by mining

    Institute of Scientific and Technical Information of China (English)

    YU Guang-yun; BAI Yong-sheng; SHENG Ping; GUO Rui-ping

    2009-01-01

    The application of a double-face reinforced retaining wall during road construction can reduce engineering costs, speed road paving and have a good influence on environment. An ABAQUS numerical model of a double-face reinforced retaining wall was built. The influence of surface subsidence induced by mining was considered. A physical model test was also performed in the laboratory on a reinforced retaining wall. The influence of subsidence induced by mining was observed. The numerical results match measurements in the laboratory very well. The vertical pressure on the base of the retaining wall, the horizontal displacement of the wall and the horizontal soil pressure acting on the wall were analyzed. The differential settlement of the reinforced belt and axial forces in the wall were also studied.

  3. Usability Constructs

    DEFF Research Database (Denmark)

    Hertzum, Morten; Clemmesen, Torkil; Hornbæk, Kasper Anders Søren;

    2007-01-01

    by two factors crucial to the international development and uptake of information systems: cultural background (Chinese, Danish, or Indian) and stakeholder group (developer or user). We find that for the user group frustrating and useful systems are experienced similarly, whereas for the developers...... frustrating systems are experienced similarly to easy-to-use systems. Looking at the most characteristic construct for each participant we find that Chinese participants use constructs related to security, task types, training, and system issues, whereas Danish and to some extent Indian participants make more...

  4. Hanford Protective Barriers Program asphalt barrier studies -- FY 1988

    International Nuclear Information System (INIS)

    The Hanford Protective Barrier (HPB) Program is evaluating alternative barriers to provide a means of meeting stringent water infiltration requirements. One type of alternative barrier being considered is an asphalt-based layer, 1.3 to 15 cm thick, which has been shown to be very effective as a barrier for radon gas and, hence, should be equally effective as a barrier for the larger molecules of water. Fiscal Year 1988 studies focused on the selection and formulation of the most promising asphalt materials for further testing in small-tube lysimeters. Results of laboratory-scale formulation and hydraulic conductivity tests led to the selection of a rubberized asphalt material and an admixture of 24 wt% asphalt emulsion and concrete sand as the two barriers for lysimeter testing. Eight lysimeters, four each containing the two asphalt treatments, were installed in the Small Tube Lysimeter Facility on the Hanford Site. The lysimeter tests allow the performance of these barrier formulations to be evaluated under more natural environmental conditions

  5. Laboratory Research into Permeable Reactive Barriers for Groundwater Remediation

    Institute of Scientific and Technical Information of China (English)

    Anthony Adzomani; Jun Dong; Yan Jin

    2003-01-01

    Permeable Reactive Barriers (PRB) is a new technology for groundwater pollution remediation. Contaminants are converted into harmless by products in situ as the polluted water passes through a reactive wall. Experimental results demonstrate how reactive media can be used to remove contaminants from polluted water by laying the reactive wall across the flow direction of the water. The most comprehensively studied and applied reactive barrier type uses granulated Zero Valent Iron (ZVI) particles. In this process elemental iron provides a reducing environment which makes reductive dechlorination of chlorinated organic compounds feasible or changes redox sensitive metals, so that they are immobilized by a precipitation reaction. A reactive wall column which is made up of ZVI, sand and zeolite has shown the highest contaminant removal capacity compared to the other two which have different components. The potentials of ZVI, zeolite and Powdered Activated Carbon (PAC) to remove contaminants are due to their different physico-chemical proper-ties which make them to "sorb"metal contaminants. The results of this experiment show that PRB technology is an efficient method for the treatment of leachate-contaminated groundwater.

  6. Hollow clay tile wall program summary report

    Energy Technology Data Exchange (ETDEWEB)

    Henderson, R.C.; Jones, W.D. [Gilbert/Commonwealth, Inc., Oak Ridge, TN (United States); Beavers, J.E. [MS Technology, Inc. (United States)

    1995-07-30

    Many of the Y-12 Plant buildings, constructed during the 1940s and 1950s, consist of steel ed concrete framing infilled with hollow clay tile (HCT). The infill was intended to provide for building enclosure and was not designed to have vertical or lateral load-carrying capacity. During the late 1970s and early 1980s, seismic and wind evaluations were performed on many of these buildings in conjunction with the preparation of a site-wide safety analysis report. This analytical work, based on the best available methodology, considered lateral load-carrying capacity of the HCT infill on the basis of building code allowable shear values. In parallel with the analysis effort, DOE initiated a program to develop natural phenomena capacity and performance criteria for existing buildings, but these criteria did not specify guidelines for determining the lateral force capacity of frames infilled with HCT. The evaluation of infills was, therefore, based on the provisions for the design of unreinforced masonry as outlined in standard masonry codes. When the results of the seismic and wind evaluations were compared with the new criteria, the projected building capacities fell short of the requirements. Apparently, if the buildings were to meet the new criteria, many millions of dollars would be required for building upgrades. Because the upgrade costs were significant, the assumptions and approaches used in the analyses were reevaluated. Four issues were identified: (1) Once the infilled walls cracked, what capacity (nonlinear response), if any, would the walls have to resist earthquake or wind loads applied in the plane of the infill (in-plane)? (2) Would the infilled walls remain within the steel or reinforced concrete framing when subjected to earthquake or high wind loads applied perpendicular to the infill (out-of-plane)? (3) What was the actual shear capacity of the HCT infill? (4) Was modeling the HCT infill as a shear wall the best approach?

  7. Contextualizing Territories in Gvc Supplier Nodes to Understand Chain Entry Barriers

    DEFF Research Database (Denmark)

    Thomsen, Lotte; Kamau, Paul; McCormick, Dorothy

    This paper deals with entry barriers for developing country suppliers to global value chains (GVCs). It is based on a study of food processing firms in Kenya undertaken between 2012 and 2014. The paper focuses on how entry barriers to GVCs are sometimes constructed within supplier countries...... of how ‘the local’ interacts with ‘the global’, and thus to our understanding of the construction, existence and outcomes of entry barriers to GVCs. To conceptualize such a comprehensive and in-depth understanding of a supplier context, and of the processes and relations at play within it, we take our...

  8. Mobilitet, Barrierer & Muligheder

    DEFF Research Database (Denmark)

    Petersen, Mimi Judidoleslami

    2011-01-01

    som en vej ud af irakiske Kurdistan, men ikke tilbage til Danmark. Drengene fra familier med bedre økonomiske ressourcer giver udtryk for, ønske om at rejse til andre lande. På grund af begrænsede sproglige kompetencer oplever hovedparten af de unge (både i Danmark og i irakiske Kurdistan) barrierer i...... forhold til at indgå i et kurdisk fællesskab. I forhold til de repatrierede unge er det netop manglende sproglig kompetence, der har skabt mange problemer for dem i bl.a. skolesammenhænge. Familier med bedre økonomiske ressourcer har forsøgt at råde bod på dette gennem ansættelse af privat sproglærere...... af hjem og belonging som viser sig i form af en transnational orientering. Og i denne transnationale orientering får Danmark en central placering. Det samme kan man med en vis forsigtighed sige om køn dvs. at pigerne retter sig mere mod Danmark. Men det at Danmark i pigernes transnationale...

  9. Development of engineered barrier

    Energy Technology Data Exchange (ETDEWEB)

    Chun, Kwan Sik; Cho, Won Jin; Lee, Jae Owan; Kim, Seung Soo; Kang, Mu Ja

    1999-03-01

    Engineered barrier development was carried out into the three research fields : waste form, disposal container, and buffer. The waste form field dealt with long-term leaching tests with borosilicate waste glasses surrounded by compacted bentonite. The leach rate decreased with increasing time, and was higher for the waste specimen rich in U and Na. In the container field, preliminary concepts of disposal containers were recommended by conducting structural analysis, thermal analysis, and shielding analysis, and major properties of stainless steel, copper, and titanium as a container material were surveyed. The sensitization degrees of SUS 316 and316L were lower than those of SUS 304 and 304L, respectively. The crevice corrosion of sensitized stainless steel was sensitive to the content of salt. Researches into the buffer included establishment of its performance criteria followed by investigating major properties of buffer using potential material in Korea. Experiments were made for measuring hydraulic conductivities, swelling properties, mechanical properties, thermal conductivities, pore-water chemistry properties, and adsorption properties was also investigated. (author)

  10. Development of engineered barrier

    International Nuclear Information System (INIS)

    Engineered barrier development was carried out into the three research fields : waste form, disposal container, and buffer. The waste form field dealt with long-term leaching tests with borosilicate waste glasses surrounded by compacted bentonite. The leach rate decreased with increasing time, and was higher for the waste specimen rich in U and Na. In the container field, preliminary concepts of disposal containers were recommended by conducting structural analysis, thermal analysis, and shielding analysis, and major properties of stainless steel, copper, and titanium as a container material were surveyed. The sensitization degrees of SUS 316 and 316L were lower than those of SUS 304 and 304L, respectively. The crevice corrosion of sensitized stainless steel was sensitive to the content of salt. Researches into the buffer included establishment of its performance criteria followed by investigating major properties of buffer using potential material in Korea. Experiments were made for measuring hydraulic conductivities, swelling properties, mechanical properties, thermal conductivities, pore-water chemistry properties, and adsorption properties was also investigated. (author)

  11. Moisture Research - Optimizing Wall Assemblies

    Energy Technology Data Exchange (ETDEWEB)

    Arena, L.; Mantha, P.

    2013-05-01

    The Consortium for Advanced Residential Buildings (CARB) evaluated several different configurations of wall assemblies to determine the accuracy of moisture modeling and make recommendations to ensure durable, efficient assemblies. WUFI and THERM were used to model the hygrothermal and heat transfer characteristics of these walls.

  12. Construction work

    CERN Multimedia

    2004-01-01

    Construction work on building 179 will start on the 16th February 2004 and continue until November 2004. The road between buildings 179 and 158 will temporarily become a one way street from Route Democrite towards building 7. The parking places between buildings 179 and 7 will become obsolete. The ISOLDE collaboration would like to apologize for any inconveniences.

  13. Domain wall description of superconductivity

    CERN Document Server

    Brito, F A; Silva, J C M

    2012-01-01

    In the present work we shall address the issue of electrical conductivity in superconductors in the perspective of superconducting domain wall solutions in the realm of field theory. We take our set up made out of a dynamical complex scalar field coupled to gauge field to be responsible for superconductivity and an extra scalar real field that plays the role of superconducting domain walls. The temperature of the system is interpreted as the parameter to move type I to type II domain walls. Alternatively, this means that the domain wall surface is suffering an acceleration as one goes from one type to another. On the other hand, changing from type I to type II state means a formation of a condensate what is in perfect sense of lowering the temperature around the superconductor. One can think of this scenario as an analog of holographic scenarios where this set up is replaced by a black hole near the domain wall.

  14. Preventing Undesirable Seismic Behaviour of Infill Walls in Design Process

    Directory of Open Access Journals (Sweden)

    Azadeh Noorifard

    2017-03-01

    Full Text Available Dividing walls are usually considered as non-structural elements, but experiences of past earthquakes show that some buildings designed and constructed by engineers have been damaged during earthquakes because of disregarding the negative effects of walls. Apart from the poor quality of construction and materials, inattention in design process is the main reason for undesirable seismic behaviour of walls.The main aim of this paper is to investigate the measures taken in different stages of architectural and structural design for improving the seismic behaviour of infilled concrete structures. As a general principle, with the further progress of project from basic architectural design to detailed structural design, there is a need to reduce designer authority and increase obligation, furthermore the cost of project increases too. The conclusion of this study implies that, in order to achieve the desirable seismic behaviour of walls, close collaboration between architects and structural engineers is required from the early stages of design. The results of this study are presented in a check list for designing reinforced concrete (RC moment resisting frame and RC shear wall.

  15. Dynamic model based on voltage transfer curve for pattern formation in dielectric barrier glow discharge

    Science.gov (United States)

    Li, Ben; He, Feng; Duan, Xiaoxi; Ouyang, Jiting

    2015-12-01

    Simulation work is very important for understanding the formation of self-organized discharge patterns. Previous works have witnessed different models derived from other systems for simulation of discharge pattern, but most of these models are complicated and time-consuming. In this paper, we introduce a convenient phenomenological dynamic model based on the basic dynamic process of glow discharge and the voltage transfer curve (VTC) to study the dielectric barrier glow discharge (DBGD) pattern. VTC is an important characteristic of DBGD, which plots the change of wall voltage after a discharge as a function of the initial total gap voltage. In the modeling, the combined effect of the discharge conditions is included in VTC, and the activation-inhibition effect is expressed by a spatial interaction term. Besides, the model reduces the dimensionality of the system by just considering the integration effect of current flow. All these greatly facilitate the construction of this model. Numerical simulations turn out to be in good accordance with our previous fluid modeling and experimental result.

  16. Dynamic model based on voltage transfer curve for pattern formation in dielectric barrier glow discharge

    Energy Technology Data Exchange (ETDEWEB)

    Li, Ben; He, Feng; Ouyang, Jiting, E-mail: jtouyang@bit.edu.cn [School of Physics, Beijing Institute of Technology, Beijing 100081 (China); Duan, Xiaoxi [Research Center of Laser Fusion, CAEP, Mianyang 621900 (China)

    2015-12-15

    Simulation work is very important for understanding the formation of self-organized discharge patterns. Previous works have witnessed different models derived from other systems for simulation of discharge pattern, but most of these models are complicated and time-consuming. In this paper, we introduce a convenient phenomenological dynamic model based on the basic dynamic process of glow discharge and the voltage transfer curve (VTC) to study the dielectric barrier glow discharge (DBGD) pattern. VTC is an important characteristic of DBGD, which plots the change of wall voltage after a discharge as a function of the initial total gap voltage. In the modeling, the combined effect of the discharge conditions is included in VTC, and the activation-inhibition effect is expressed by a spatial interaction term. Besides, the model reduces the dimensionality of the system by just considering the integration effect of current flow. All these greatly facilitate the construction of this model. Numerical simulations turn out to be in good accordance with our previous fluid modeling and experimental result.

  17. Autostereoscopic display concept with time-sequential wavelength-selective filter-barrier

    Science.gov (United States)

    Jurk, Silvio; Kuhlmey, Mathias; Bartmann, Roland; Duckstein, Bernd; de la Barré, René

    2016-03-01

    A spatially multiplexed autostereoscopic 3D display design with a strip barrier consisting of RGB-color filters is presented. The wavelength selective filter barrier emits the light from a display area larger than that of common autostereoscopic barrier displays. However, such construction is still used rather rarely. The time sequential operation mode is a supplemental option. Wavelength selective filter barrier arrangements exhibit characteristics different from common barrier displays with similar barrier pitch and ascent. In particular these constructions show strong angular luminance dependency under barrier inclination specified by correspondent slant angle. In time sequential implementation it is important to avoid that quick eye or eyelid movement lead to visible color artifacts. Those circumstances limit the possibility to find well working and usable display designs superior to usual barrier displays. The newly introduced design is usable as a multi user display as well as a single user system with user adaptive control. In case of tracked single user mode the adaption in x-z-direction is continuously. The design has been modelled with simulation software developed for that purpose. The modelling of wavelength-selective barriers was used to calculate the light ray distribution properties of that arrangement. For the experimental verification of the image separation and evaluation of image quality, commercially available display components were combined for a display demonstrator.

  18. Plant cell walls throughout evolution: towards a molecular understanding of their design principles

    Energy Technology Data Exchange (ETDEWEB)

    Sarkar, Purbasha; Bosneaga, Elena; Auer, Manfred

    2009-02-16

    Throughout their life, plants typically remain in one location utilizing sunlight for the synthesis of carbohydrates, which serve as their sole source of energy as well as building blocks of a protective extracellular matrix, called the cell wall. During the course of evolution, plants have repeatedly adapted to their respective niche,which is reflected in the changes of their body plan and the specific design of cell walls. Cell walls not only changed throughout evolution but also are constantly remodelled and reconstructed during the development of an individual plant, and in response to environmental stress or pathogen attacks. Carbohydrate-rich cell walls display complex designs, which together with the presence of phenolic polymers constitutes a barrier for microbes, fungi, and animals. Throughout evolution microbes have co-evolved strategies for efficient breakdown of cell walls. Our current understanding of cell walls and their evolutionary changes are limited as our knowledge is mainly derived from biochemical and genetic studies, complemented by a few targeted yet very informative imaging studies. Comprehensive plant cell wall models will aid in the re-design of plant cell walls for the purpose of commercially viable lignocellulosic biofuel production as well as for the timber, textile, and paper industries. Such knowledge will also be of great interest in the context of agriculture and to plant biologists in general. It is expected that detailed plant cell wall models will require integrated correlative multimodal, multiscale imaging and modelling approaches, which are currently underway.

  19. Study on the engineered barriers performance confirmation monitoring

    International Nuclear Information System (INIS)

    There is an international consensus that the geological disposal should be essentially passive and safe without relying on the institutional control including monitoring. However, in recent years, many organizations have been discussing on a various types of monitoring in a repository from a societal demand etc. This study investigates the concept of monitoring in foreign countries and builds logic for monitoring designed to confirm the performance of the engineered barriers. This study also investigates the methodology for the engineered barriers performance confirmation monitoring applicable to the geological disposal concept shown in the H12 report. As a result on the investigation about the monitoring concept in foreign countries, the monitoring aiming at the performance confirmation of the engineered barriers is clearly defined only in the United States at present. However, each organization begins to discuss in the direction where the monitoring would be built into a decision-making process with a relation to reversibility in geological disposal program. With respect to the pre-closure monitoring, in-situ monitoring data acquired and accumulated for several decades from a siting stage, through the construction stage, to the end of operation will contribute to confirmation of safety and improvement of reliability of geological disposal by safety assessment. The purpose of the engineered barriers performance confirmation monitoring is defined to confirm that prerequisites for providing the engineered barriers performance and the behaviors accompanied by exhibition of performance would be within the range of prediction. The indirect measuring method of items both providing the engineered barriers performance and varying with exhibition of performance from the rock around the engineered barriers is proposed for the engineered barriers performance confirmation monitoring. As a measure for resolving the technical issues, the in-situ experimental plan in the

  20. Sieve plugs in fenestrae of glomerular capillaries--site of the filtration barrier?

    DEFF Research Database (Denmark)

    Rostgaard, Jørgen; Qvortrup, Klaus

    2002-01-01

    The exact location of the filtration barrier of the glomerular capillary wall, which consists of an endothelium, a basement membrane and a visceral epithelium, has not yet been determined. Apparent discrepancies between different investigators in the past could be explained if postmortem artifact......The exact location of the filtration barrier of the glomerular capillary wall, which consists of an endothelium, a basement membrane and a visceral epithelium, has not yet been determined. Apparent discrepancies between different investigators in the past could be explained if postmortem...... and a filamentous surface coat about 60 nm thick covered the interfenestral domains of the endothelial cell. Based on these purely morphological data, we dare to suggest that the fenestral plugs are the primary site of the glomerular filtration barrier - albeit highly speculative, nevertheless a logical location...

  1. Solar walls in tsbi3 user's guide

    DEFF Research Database (Denmark)

    Wittchen, K.B.

    tsbi3 is a user-friendly and flexible computer program, which provides support to the design team in the analysis of the indoor climate and the energy performance of buildings. The solar wall module gives tsbi3 the capability of simulating solar walls and their interaction with the building....... This version, C, of tsbi3 is capable of simulating five types of solar walls say: mass-walls, Trombe-walls, double Trombe-walls, internally ventilated walls and solar walls for preheating ventilation air. The user's guide gives a description of the capabilities and how to simulate solar walls in tsbi3....

  2. Vehicle barrier with access delay

    Science.gov (United States)

    Swahlan, David J; Wilke, Jason

    2013-09-03

    An access delay vehicle barrier for stopping unauthorized entry into secure areas by a vehicle ramming attack includes access delay features for preventing and/or delaying an adversary from defeating or compromising the barrier. A horizontally deployed barrier member can include an exterior steel casing, an interior steel reinforcing member and access delay members disposed within the casing and between the casing and the interior reinforcing member. Access delay members can include wooden structural lumber, concrete and/or polymeric members that in combination with the exterior casing and interior reinforcing member act cooperatively to impair an adversarial attach by thermal, mechanical and/or explosive tools.

  3. Informatization barriers of logistics process management in production company

    OpenAIRE

    Joanna WALASEK

    2015-01-01

    This article is an attempt to characterize informatization barriers of logistics processes management in a production company which provides automotive parts. Threats of successful implementation of Enterprise Resource Planning Systems include: community barriers; organizational barriers; communication barriers; formal barriers; legal barriers; not prepared implementation team barrier; substantive barrier. Proper identification of barriers and solving them are the right way to implement Enter...

  4. Bioreactor rotating wall vessel

    Science.gov (United States)

    2001-01-01

    The NASA Bioreactor provides a low turbulence culture environment which promotes the formation of large, three-dimensional cell clusters. Due to their high level of cellular organization and specialization, samples constructed in the bioreactor more closely resemble the original tumor or tissue found in the body. The work is sponsored by NASA's Office of Biological and Physical Research. The bioreactor is managed by the Biotechnology Cell Science Program at NASA's Johnson Space Center (JSC). NASA-sponsored bioreactor research has been instrumental in helping scientists to better understand normal and cancerous tissue development. In cooperation with the medical community, the bioreactor design is being used to prepare better models of human colon, prostate, breast and ovarian tumors. Cartilage, bone marrow, heart muscle, skeletal muscle, pancreatic islet cells, liver and kidney are just a few of the normal tissues being cultured in rotating bioreactors by investigators. Cell constructs grown in a rotating bioreactor on Earth (left) eventually become too large to stay suspended in the nutrient media. In the microgravity of orbit, the cells stay suspended. Rotation then is needed for gentle stirring to replenish the media around the cells.

  5. Performance Theory of Diagonal Conducting Wall MHD Accelerators

    Science.gov (United States)

    Litchford, R. J.

    2003-01-01

    The theoretical performance of diagonal conducting wall crossed field accelerators is examined on the basis of an infinite segmentation assumption using a cross-plane averaged generalized Ohm's law for a partially ionized gas, including ion slip. The desired accelerator performance relationships are derived from the cross-plane averaged Ohm's law by imposing appropriate configuration and loading constraints. A current dependent effective voltage drop model is also incorporated to account for cold-wall boundary layer effects including gasdynamic variations, discharge constriction, and electrode falls. Definition of dimensionless electric fields and current densities lead to the construction of graphical performance diagrams, which further illuminate the rudimentary behavior of crossed field accelerator operation.

  6. Particle Transport with Asymmetric Unbiased Forces and Entropic Barrier

    Institute of Scientific and Technical Information of China (English)

    XIE Hui-Zhang; AI Bao-Quan; LIU Xue-Mei; CHENG xiao-Bo; LIU Liang-Gang; LI Zhi-Bing

    2007-01-01

    Transport of a Brownian particle moving along the axis of a three-dimensional(3D)symmetric and periodic tube is investigated in the presence of asymmetric unbiased forces.It is found that in the presence of entropic barrier,the asymmetry of the unbiased forces is a way of inducing a net particle current.The particle current is a peaked function of temperature,which jndicares that the thermaJ noise may facilitate the transport even in the presence of entropic barrier.There exists an optimized radius at the bottleneck at which the particle current takes its maximum value.The current can be influenced by the slope of tube walls and there exists an optimized slope for which the particle current takes its maximum value.

  7. Green towers and green walls

    Energy Technology Data Exchange (ETDEWEB)

    Sharp, R. [Sharp and Diamond Landscape Architecture and Planning, Vancouver, BC (Canada)

    2006-07-01

    North American cities face many major environmental and health issues such as urban heat island effect, the intensity of storms, microclimate around buildings, imperviousness of sites, poor air quality and increases in respiratory disease. Several new technologies are starting to address global impacts and community level issues as well as the personal health and comfort of building occupants. These include green towers, living walls, vegetated rooftops and ecological site developments. This paper examined these forms of eco-development and presented their benefits. It discussed green walls in Japan; green towers in Malaysia, Singapore and Great Britain; green facades of climbing plants; active living walls in Canada; and passive living walls in France and Canada. It also discussed thermal walls; thematic walls; vertical gardens and structured wildlife habitat. Last, it presented testing, monitoring, research and conclusions. The Centre for the Advancement of Green Roof Technology is setting up a program to test thermal performance, to assess plant survival and to monitor green walls at the British Columbia Institute of Technology in Vancouver, Canada as much of the research out of Japan is only available in Japanese script. It was concluded that green architecture can provide shade, food, rainwater, shelter for wildlife and mimic natural systems. 15 refs.

  8. Heat transfer and stresses in the first wall of a reverse field pinch fusion reactor

    International Nuclear Information System (INIS)

    This report considers the first wall as having a membrane tube form of construction, as used in conventional power station boilers, with helium as the wall coolant. A range of coolant operating conditions are examined and the transient, thermal performance of the wall under these conditions determined. Using a particular set of coolant operating conditions, which appear reasonable, the study is extended to investigating the stress conditions in the wall tubes. The results show that stresses are severe and it is concluded that a substantial change must be made to one or more of the basic premises. Recommendations are given for further work. (author)

  9. Coastal Structures and Barriers 2012

    Data.gov (United States)

    California Department of Resources — This dataset is a compilation of the UCSC Sand Retention Structures, MC Barriers, and USACE Coastal Structures. UCSC Sand Retention Structures originate from a...

  10. Economics of abdominal wall reconstruction.

    Science.gov (United States)

    Bower, Curtis; Roth, J Scott

    2013-10-01

    The economic aspects of abdominal wall reconstruction are frequently overlooked, although understandings of the financial implications are essential in providing cost-efficient health care. Ventral hernia repairs are frequently performed surgical procedures with significant economic ramifications for employers, insurers, providers, and patients because of the volume of procedures, complication rates, the significant rate of recurrence, and escalating costs. Because biological mesh materials add significant expense to the costs of treating complex abdominal wall hernias, the role of such costly materials needs to be better defined to ensure the most cost-efficient and effective treatments for ventral abdominal wall hernias. PMID:24035086

  11. Partial domain wall partition functions

    OpenAIRE

    Foda, O.; Wheeler, M.

    2012-01-01

    We consider six-vertex model configurations on an n-by-N lattice, n =< N, that satisfy a variation on domain wall boundary conditions that we define and call "partial domain wall boundary conditions". We obtain two expressions for the corresponding "partial domain wall partition function", as an (N-by-N)-determinant and as an (n-by-n)-determinant. The latter was first obtained by I Kostov. We show that the two determinants are equal, as expected from the fact that they are partition functions...

  12. Barriers in diabetes self management

    OpenAIRE

    Rising, Carl Johan; Lauwersen, Asbjørn Flyger; Stoustrup, Sune Wiingaard

    2013-01-01

    This project seeks to expand on the question: What barriers may occur in diabetes patients' self-care, and how can doctors and patients communicate across professionalism? This project deals with the barrier that may arise between the transfer of highly professional knowledge and patient. The project seeks to create an understanding on how diabetes patients, which is the target audience, understands and experience their illness, and thereby mapping key elements for further focus, to better th...

  13. Progress in forming bottom barriers under waste sites

    Energy Technology Data Exchange (ETDEWEB)

    Carter, E.E. [Carter Technologies, Sugar Land, TX (United States)

    1997-12-31

    The paper describes an new method for the construction, verification, and maintenance of underground vaults to isolate and contain radioactive burial sites without excavation or drilling in contaminated areas. The paper begins with a discussion of previous full-scale field tests of horizontal barrier tools which utilized high pressure jetting technology. This is followed by a discussion of the TECT process, which cuts with an abrasive cable instead of high pressure jets. The new method is potentially applicable to more soil types than previous methods and can form very thick barriers. Both processes are performed from the perimeter of a site and require no penetration or disturbance of the active waste area. The paper also describes long-term verification methods to monitor barrier integrity passively.

  14. Global interrupt and barrier networks

    Science.gov (United States)

    Blumrich, Matthias A.; Chen, Dong; Coteus, Paul W.; Gara, Alan G.; Giampapa, Mark E; Heidelberger, Philip; Kopcsay, Gerard V.; Steinmacher-Burow, Burkhard D.; Takken, Todd E.

    2008-10-28

    A system and method for generating global asynchronous signals in a computing structure. Particularly, a global interrupt and barrier network is implemented that implements logic for generating global interrupt and barrier signals for controlling global asynchronous operations performed by processing elements at selected processing nodes of a computing structure in accordance with a processing algorithm; and includes the physical interconnecting of the processing nodes for communicating the global interrupt and barrier signals to the elements via low-latency paths. The global asynchronous signals respectively initiate interrupt and barrier operations at the processing nodes at times selected for optimizing performance of the processing algorithms. In one embodiment, the global interrupt and barrier network is implemented in a scalable, massively parallel supercomputing device structure comprising a plurality of processing nodes interconnected by multiple independent networks, with each node including one or more processing elements for performing computation or communication activity as required when performing parallel algorithm operations. One multiple independent network includes a global tree network for enabling high-speed global tree communications among global tree network nodes or sub-trees thereof. The global interrupt and barrier network may operate in parallel with the global tree network for providing global asynchronous sideband signals.

  15. Economic alternatives for containment barriers

    Energy Technology Data Exchange (ETDEWEB)

    Nicholson, P.J.; Jasperse, B.H.; Fisher, M.J. [Geo-Con, Inc., Monroeville, PA (United States)

    1997-12-31

    Fixation, barriers, and containment of existing landfills and other disposal areas are often performed by insitu auger type soil mixing and jet grouting. Cement or other chemical reagents are mixed with soil to form both vertical and horizontal barriers. Immobilization of contaminants can be economically achieved by mixing soil and the contaminants with reagents that solidify or stabilize the contaminated area. Developed in Japan, and relatively new to the United States, the first large scale application was for a vertical barrier at the Jackson Lake Dam project in 1986. This technology has grown in both the civil and environmental field since. The paper describes current United States practice for Deep Soil Mixing (over 12 meters in depth), and Shallow Soil Mixing for vertical barriers and stabilization/solidification, and Jet Grouting for horizontal and vertical barriers. Creating very low permeability barriers at depth with minimal surface return often makes these techniques economical when compared to slurry trenches. The paper will discuss equipment, materials, soil and strength parameters, and quality control.

  16. Alterations in auxin homeostasis suppress defects in cell wall function.

    Directory of Open Access Journals (Sweden)

    Blaire J Steinwand

    Full Text Available The plant cell wall is a highly dynamic structure that changes in response to both environmental and developmental cues. It plays important roles throughout plant growth and development in determining the orientation and extent of cell expansion, providing structural support and acting as a barrier to pathogens. Despite the importance of the cell wall, the signaling pathways regulating its function are not well understood. Two partially redundant leucine-rich-repeat receptor-like kinases (LRR-RLKs, FEI1 and FEI2, regulate cell wall function in Arabidopsis thaliana roots; disruption of the FEIs results in short, swollen roots as a result of decreased cellulose synthesis. We screened for suppressors of this swollen root phenotype and identified two mutations in the putative mitochondrial pyruvate dehydrogenase E1α homolog, IAA-Alanine Resistant 4 (IAR4. Mutations in IAR4 were shown previously to disrupt auxin homeostasis and lead to reduced auxin function. We show that mutations in IAR4 suppress a subset of the fei1 fei2 phenotypes. Consistent with the hypothesis that the suppression of fei1 fei2 by iar4 is the result of reduced auxin function, disruption of the WEI8 and TAR2 genes, which decreases auxin biosynthesis, also suppresses fei1 fei2. In addition, iar4 suppresses the root swelling and accumulation of ectopic lignin phenotypes of other cell wall mutants, including procuste and cobra. Further, iar4 mutants display decreased sensitivity to the cellulose biosynthesis inhibitor isoxaben. These results establish a role for IAR4 in the regulation of cell wall function and provide evidence of crosstalk between the cell wall and auxin during cell expansion in the root.

  17. Shielding synchrotron light sources: Advantages of circular shield walls tunnels

    Science.gov (United States)

    Kramer, S. L.; Ghosh, V. J.; Breitfeller, M.

    2016-08-01

    Third generation high brightness light sources are designed to have low emittance and high current beams, which contribute to higher beam loss rates that will be compensated by Top-Off injection. Shielding for these higher loss rates will be critical to protect the projected higher occupancy factors for the users. Top-Off injection requires a full energy injector, which will demand greater consideration of the potential abnormal beam miss-steering and localized losses that could occur. The high energy electron injection beam produce significantly higher neutron component dose to the experimental floor than lower energy injection and ramped operations. High energy neutrons produced in the forward direction from thin target beam losses are a major component of the dose rate outside the shield walls of the tunnel. The convention has been to provide thicker 90° ratchet walls to reduce this dose to the beam line users. We present an alternate circular shield wall design, which naturally and cost effectively increases the path length for this forward radiation in the shield wall and thereby substantially decreasing the dose rate for these beam losses. This shield wall design will greatly reduce the dose rate to the users working near the front end optical components but will challenge the beam line designers to effectively utilize the longer length of beam line penetration in the shield wall. Additional advantages of the circular shield wall tunnel are that it's simpler to construct, allows greater access to the insertion devices and the upstream in tunnel beam line components, as well as reducing the volume of concrete and therefore the cost of the shield wall.

  18. Patterns of expression of cell wall related genes in sugarcane

    Directory of Open Access Journals (Sweden)

    Lima D.U.

    2001-01-01

    Full Text Available Our search for genes related to cell wall metabolism in the sugarcane expressed sequence tag (SUCEST database (http://sucest.lbi.dcc.unicamp.br resulted in 3,283 reads (1% of the total reads which were grouped into 459 clusters (potential genes with an average of 7.1 reads per cluster. To more clearly display our correlation coefficients, we constructed surface maps which we used to investigate the relationship between cell wall genes and the sugarcane tissues libraries from which they came. The only significant correlations that we found between cell wall genes and/or their expression within particular libraries were neutral or synergetic. Genes related to cellulose biosynthesis were from the CesA family, and were found to be the most abundant cell wall related genes in the SUCEST database. We found that the highest number of CesA reads came from the root and stem libraries. The genes with the greatest number of reads were those involved in cell wall hydrolases (e.g. beta-1,3-glucanases, xyloglucan endo-beta-transglycosylase, beta-glucosidase and endo-beta-mannanase. Correlation analyses by surface mapping revealed that the expression of genes related to biosynthesis seems to be associated with the hydrolysis of hemicelluloses, pectin hydrolases being mainly associated with xyloglucan hydrolases. The patterns of cell wall related gene expression in sugarcane based on the number of reads per cluster reflected quite well the expected physiological characteristics of the tissues. This is the first work to provide a general view on plant cell wall metabolism through the expression of related genes in almost all the tissues of a plant at the same time. For example, developing flowers behaved similarly to both meristematic tissues and leaf-root transition zone tissues. Besides providing a basis for future research on the mechanisms of plant development which involve the cell wall, our findings will provide valuable tools for plant engineering in the

  19. Visualization experiment to investigate capillary barrier performance in the context of a Yucca Mountain emplacement drift.

    Science.gov (United States)

    Tidwell, Vincent C; Glass, Robert J; Chocas, Connie; Barker, Glenn; Orear, Lee

    2003-01-01

    The use of capillary barriers as engineered backfill systems to divert water away from radioactive waste potentially stored in a Yucca Mountain emplacement drift is investigated. We designed and conducted a flow visualization experiment to investigate capillary barrier performance in this context. A two-dimensional, thin slab, test system replicated the physical emplacement drift to one-quarter scale (1.4-m diameter) and included the simulated drift wall, waste canister, pedestal, capillary barrier backfill, and host-rock fracture system. Water was supplied at the top of the simulated drift and allowed to discharge by way of wicks located along the left wall of the cell (simulated fractures) or by a gravity drain at the bottom of the right side (simulated impermeable rock with floor drain). Photographs captured the migration of water and a blue dye tracer within the system, analytical balances measured the mass balance of water, while tensiometers measured the capillary pressure at numerous locations. Of particular concern to this test was the drainage of the capillary barrier, which terminates against the drift wall. We found that while the simulated fractures (left side) and drain (right side) each influenced the performance of the capillary barrier at early time, they had little differential affect at later times. Also of concern was the small disparity in capillary properties between the fine and coarse layer (limited by the need of a fine-grained material that would not filter into the coarse layer under dry conditions). While the capillary barrier was able to divert the majority of flow toward the edges of the system and away from the simulated waste canister, the barrier did not preclude flow in the coarse layer, which was noted to be visually wet next to the waste canister on day 92 and was continuing to take on water at termination on day 112.

  20. Reactive barriers for 137Cs retention.

    Science.gov (United States)

    Krumhansl, J L; Brady, P V; Anderson, H L

    2001-02-01

    137Cs was dispersed globally by cold war activities and, more recently, by the Chernobyl accident. Engineered extraction of 137Cs from soils and groundwaters is exceedingly difficult. Because the half-life of 137Cs is only 30.2 years, remediation might be more effective (and less costly) if 137Cs bioavailability could be demonstrably limited for even a few decades by use of a reactive barrier. Essentially permanent isolation must be demonstrated in those few settings where high nuclear level wastes contaminated the environment with 135Cs (half-life 2.3 x 10(6) years) in addition to 137Cs. Clays are potentially a low-cost barrier to Cs movement, though their long-term effectiveness remains untested. To identify optimal clays for Cs retention, Cs desorption was measured for five common clays: Wyoming Montmorillonite (SWy-1), Georgia Kaolinites (KGa-1 and KGa-2), Fithian Illite (F-Ill), and K-Metabentonite (K-Mbt). Exchange sites were pre-saturated with 0.16 M CsCl for 14 days and readily exchangeable Cs was removed by a series of LiNO3 and LiCl washes. Washed clays were then placed into dialysis bags and the Cs release to the deionized water outside the bags measured. Release rates from 75 to 139 days for SWy-1, K-Mbt and F-Ill were similar; 0.017% to 0.021% sorbed Cs released per day. Both kaolinites released Cs more rapidly (0.12% to 0.05% of the sorbed Cs per day). In a second set of experiments, clays were Cs-doped for 110 days and subjected to an extreme and prolonged rinsing process. All the clays exhibited some capacity for irreversible Cs uptake. However, the residual loading was greatest on K-Mbt (approximately 0.33 wt.% Cs). Thus, this clay would be the optimal material for constructing artifical reactive barriers.

  1. Seismic Behavior of Multi-story Structural Walls under Cyclic Lateral Loading: Experimental Study

    Directory of Open Access Journals (Sweden)

    Jiyang Wang

    2012-08-01

    Full Text Available The objective of this study was to investigate the seismic force resisting mechanisms of structural walls considering the interaction with the foundation beam, ground floor slabs and piles that supported the walls. Experimental tests were conducted on two 15% scale sub-assemblage specimens of the bottom three stories of a twenty-story structural wall. The structural walls were of monolithic construction for one specimen and of precast shear wall construction for the other. Cyclic lateral loads were applied with proportionally varying vertical loads to simulate loading conditions for the twenty-story prototype building. Conclusions were drawn concerning the deformation capacity and the strength deterioration after maximum strength shown by the walls. Contrary to the design, the yielding of the shear wall preceded the yielding of the foundation beam. Flexure-shear cracks of the shear wall penetrated the slabs transversely and developed to the foundation beam. At the ultimate state, the shear wall separated along these cracks involving the parts of the foundation beam, the pile, the transverse foundation beam and the slabs. These experimental phenomena clarified the monolithic action between the foundation beam and peripheral members.

  2. Layout Construction

    DEFF Research Database (Denmark)

    Frandsen, Gudmund Skovbjerg; Palsberg, Jens; Schmidt, Erik Meineche;

    We design a system for generating newspaper layout proposals. The input to the system consists of editorial information (text, pictures, etc) and style information (non-editorial information that specifies the aesthetic appearance of a layout). We consider the automation of layout construction...... to pose two main problems. One problem consists in optimizing the layout with respect to the constraints and preferences specified in the style information. Another problem consists in finding a representation of the style information that both supports its use in the combinatorial optimization...

  3. Experimental study of fire barriers preventing vertical fire spread in ETISs

    Directory of Open Access Journals (Sweden)

    Xin Huang

    2013-11-01

    Full Text Available In recent years, the external thermal insulation system (ETIS has been applied increasingly in a large amount of buildings for energy conservation purpose. However, the increase use of combustible insulation materials in the ETIS has raised serious fire safety problems. Fires involving this type of ETIS have caused severe damage and loss. In order to improve its fire safety, fire barriers were suggested to be installed. This paper introduces fire experiments that have been done to study the effects of fire barriers on preventing vertical fire spread along the ETIS. The experiments were performed according to BS 8414-1:2002 “Fire performance of external cladding systems – Part 1: Test method for non-loadbearing external cladding systems applied to the face of the building”. The test facility consists of a 9 m high wall. The fire sources were wood cribs with a fire size of 3 ± 0.5 MW. The insulation materials were expanded polystyrene foam (EPS. The fire barrier was a horizontal strip of rockwool with a width of 300 mm. Thermocouples were used to measure temperatures outside and inside the ETIS. A series of experiments with different fire scenarios were done: no fire barrier, two fire barriers and three fire barriers at different heights. Test results were compared. The results show that the ETIS using EPS without fire barriers almost burned out, while the ETIS with fire barriers performed well in preventing fire spread. The temperatures above the fire barrier were much lower than those below the fire barrier, and most of the insulation materials above the top fire barrier stayed in place.

  4. Cell wall proteomics of crops

    OpenAIRE

    Komatsu, Setsuko; Yanagawa, Yuki

    2013-01-01

    Cell wall proteins play key roles in cell structure and metabolism, cell enlargement, signal transduction, responses to environmental stress, and many other physiological events. Agricultural crops are often used for investigating stress tolerance because cultivars with differing degrees of tolerance are available. Abiotic and biotic stress factors markedly influence the geographical distribution and yields of many crop species. Crop cell wall proteomics is of particular importance for improv...

  5. Actinomycosis - Left Post Chest Wall

    Directory of Open Access Journals (Sweden)

    Kafil Akhtar, M. Naim, S. Shamshad Ahmad, Nazoora Khan, Uroos Abedi, A.H. Khan*

    2008-01-01

    Full Text Available A forty year old female of weak body built presented with recurring small hard lumps in let posteriorchest wall for 3 years and discharging ulcers for 3 months duration. Clinically, the provisional diagnosiswas malignancy with secondary infection. FNAC showed features suggestive of dysplasia buthistopathology confirmed the diagnosis as actinomycosis. The present case is reported due to rare incidenceof actinomycosis at post chest wall with muscle involvement.

  6. Overcoming immunological barriers in regenerative medicine.

    Science.gov (United States)

    Zakrzewski, Johannes L; van den Brink, Marcel R M; Hubbell, Jeffrey A

    2014-08-01

    Regenerative therapies that use allogeneic cells are likely to encounter immunological barriers similar to those that occur with transplantation of solid organs and allogeneic hematopoietic stem cells (HSCs). Decades of experience in clinical transplantation hold valuable lessons for regenerative medicine, offering approaches for developing tolerance-induction treatments relevant to cell therapies. Outside the field of solid-organ and allogeneic HSC transplantation, new strategies are emerging for controlling the immune response, such as methods based on biomaterials or mimicry of antigen-specific peripheral tolerance. Novel biomaterials can alter the behavior of cells in tissue-engineered constructs and can blunt host immune responses to cells and biomaterial scaffolds. Approaches to suppress autoreactive immune cells may also be useful in regenerative medicine. The most innovative solutions will be developed through closer collaboration among stem cell biologists, transplantation immunologists and materials scientists. PMID:25093888

  7. Cell wall antibiotics provoke accumulation of anchored mCherry in the cross wall of Staphylococcus aureus.

    Directory of Open Access Journals (Sweden)

    Wenqi Yu

    Full Text Available A fluorescence microscopy method to directly follow the localization of defined proteins in Staphylococcus was hampered by the unstable fluorescence of fluorescent proteins. Here, we constructed plasmid (pCX encoded red fluorescence (RF mCherry (mCh hybrids, namely mCh-cyto (no signal peptide and no sorting sequence, mCh-sec (with signal peptide, and mCh-cw (with signal peptide and cell wall sorting sequence. The S. aureus clones targeted mCh-fusion proteins into the cytosol, the supernatant and the cell envelope respectively; in all cases mCherry exhibited bright fluorescence. In staphylococci two types of signal peptides (SP can be distinguished: the +YSIRK motif SP(lip and the -YSIRK motif SP(sasF. mCh-hybrids supplied with the +YSIRK motif SP(lip were always expressed higher than those with -YSIRK motif SP(sasF. To study the location of the anchoring process and also the influence of SP type, mCh-cw was supplied on the one hand with +YSIRK motif (mCh-cw1 and the other hand with -YSIRK motif (mCh-cw2. MCh-cw1 preferentially localized at the cross wall, while mCh-cw2 preferentially localized at the peripheral wall. Interestingly, when treated with sub-lethal concentrations of penicillin or moenomycin, both mCh-cw1 and mCh-cw2 were concentrated at the cross wall. The shift from the peripheral wall to the cross wall required Sortase A (SrtA, as in the srtA mutant this effect was blunted. The effect is most likely due to antibiotic mediated increase of free anchoring sites (Lipid II at the cross wall, the substrate of SrtA, leading to a preferential incorporation of anchored proteins at the cross wall.

  8. Modelling Constructs

    DEFF Research Database (Denmark)

    Kindler, Ekkart

    2009-01-01

    There are many different notations and formalisms for modelling business processes and workflows. These notations and formalisms have been introduced with different purposes and objectives. Later, influenced by other notations, comparisons with other tools, or by standardization efforts, these no......There are many different notations and formalisms for modelling business processes and workflows. These notations and formalisms have been introduced with different purposes and objectives. Later, influenced by other notations, comparisons with other tools, or by standardization efforts......, these notations have been extended in order to increase expressiveness and to be more competitive. This resulted in an increasing number of notations and formalisms for modelling business processes and in an increase of the different modelling constructs provided by modelling notations, which makes it difficult...... to compare modelling notations and to make transformations between them. One of the reasons is that, in each notation, the new concepts are introduced in a different way by extending the already existing constructs. In this chapter, we go the opposite direction: We show that it is possible to add most...

  9. The kinetic relation for twin wall motion in NiMnGa—part 2

    Science.gov (United States)

    Faran, Eilon; Shilo, Doron

    2013-03-01

    A combined theoretical and experimental investigation of twin wall motion in ferromagnetic shape memory alloy (FSMA) NiMnGa is presented. A general analysis of twinning dynamics in ferroelastic and ferroelectric crystals reveals that different kinetic relations for sidewise twin wall motion appear under different ranges of the driving force. All these relations are shown to be governed by several nano-scale properties of the twin wall. For high values of the driving force with respect to a crystal's Peierls barrier, uniform viscous motion is obtained. Recently (Faran and Shilo, 2011), we reported on a pioneering experimental demonstration of this important kinetic relation through magnetically induced twin wall motion in NiMnGa. In the lower driving force range, twin wall propagates through thermally activated nucleation and growth of twin wall steps. Here, we present a model for step nucleation that leads to an exponential-type kinetic relation that is governed by the values of the step's physical properties. Comparison of experimental results for type I and type II twin walls with model predictions allow for the extraction of all the fundamental material properties that govern twinning dynamics in NiMnGa. In addition, the effect of demagnetization energy on twin wall motion and local variations in viscosity values are presented and discussed.

  10. Compressible Turbulent Boundary Layers on a Strongly Heated Wall

    Institute of Scientific and Technical Information of China (English)

    1993-01-01

    This paper concerns the theoretical and experimental modelling of the flat wall,highly heated,compressible turbulent boundary layer.Its final objective is to develop a numerical Navier-Stokes solver and to conclude on its capability to correctly represent complex aerothermic viscous flows near the wall.The paper presents a constructed numerical method with particular attention given to the turbulence modelling at low Reynolds number and comparisons with supersonic and transonic experimental data.For the transonic experiment,very high wall temperature(Tw=1100K)is realized.The method of this difficult experimental set up is discussed.The comparison between experimental and computational data conducts to the first conclusion and gives some indications for the future work.

  11. Full scale tests of moisture buffer capacity of wall materials

    DEFF Research Database (Denmark)

    Mortensen, Lone Hedegaard; Rode, Carsten; Peuhkuri, Ruut Hannele

    2005-01-01

    that are harmful such as growth of house dust mites, surface condensation and mould growth. Therefore a series of experiments has been carried out in a full scale test facility to determine the moisture buffer effect of interior walls of cellular concrete and plaster board constructions. For the cellular concrete...... of the changes of moisture content in specimens of the wall composites exposed to the same environment. It was found that the finishes had a big impact on the buffer performance of the underlying materials. Even though the untreated cellular concrete had a very high buffer capacity, the effect was strongly...... to the almost non-hygroscopic mineral wool. For example, it was found that if half of the surface area of the walls in a test room consists of cellulose insulation, the variation in RH can be reduced to nearly half of the variation seen for a similar room using non-absorbing materials and the same moisture load...

  12. Compliant Wall Simulation of a Healthy Carotid Bifurcation

    Science.gov (United States)

    Williamson, Shobha; Rayz, Vitaliy; Saloner, David; Berger, Stanley

    2003-11-01

    Cardiovascular disease is a major cause of mortality in the industrialized world. Together with the genetic causes of this disease, fluid-structure interaction (FSI) in the arterial system plays a role in the development of arteriosclerosis. In an effort to further understand this disease, an FSI model of the carotid artery is in progress. To construct this model, we begin with compliant arterial wall deformation considered under transient global blood pressure. Vessel walls are composed of collagen fibers, elastin, smooth muscle, and water. Due to its complexity and variation among humans, it is difficult to create an accurate mechanical description of this material. Hence, we begin by way of isotropic properties with the future intent of anisotropic modeling. Using these parameters, a pulsatile 3D model of wall movement for a healthy carotid artery is presented. Supported under a National Science Foundation Graduate Research Fellowship, NIH Grant HL61823, and PBD, Inc.

  13. Extra-dimensional cosmology with domain-wall branes

    International Nuclear Information System (INIS)

    We show how to define a consistent braneworld cosmology in a model in which the brane is constructed as a field-theoretic domain wall of finite thickness. The Friedmann, Robertson-Walker metric is recovered in the region of the brane, but, remarkably, with scale factor that depends on particle energy and on particle species, constituting a breakdown of the weak equivalence principle on sufficiently small scales. This unusual effect comes from the extended nature of particles confined to a domain-wall brane, and the fact that they feel an 'average' of the bulk spacetime. We demonstrate how to recover the standard results of brane cosmology in the infinitely-thin brane limit, and comment on how our results have the potential to place bounds on parameters such as the thickness of domain-wall braneworlds.

  14. Diabetes and diet: Managing dietary barriers.

    NARCIS (Netherlands)

    Friele, R.D.

    1989-01-01

    This thesis reports on the barriers diabetic patients experience with their diet, and the ways they cope with these barriers. A dietary barrier is a hinderance to a person's well-being, induced by being advised a diet. First inventories were made of possible dietary barriers and ways of coping with

  15. The ITER project construction status

    Science.gov (United States)

    Motojima, O.

    2015-10-01

    The pace of the ITER project in St Paul-lez-Durance, France is accelerating rapidly into its peak construction phase. With the completion of the B2 slab in August 2014, which will support about 400 000 metric tons of the tokamak complex structures and components, the construction is advancing on a daily basis. Magnet, vacuum vessel, cryostat, thermal shield, first wall and divertor structures are under construction or in prototype phase in the ITER member states of China, Europe, India, Japan, Korea, Russia, and the United States. Each of these member states has its own domestic agency (DA) to manage their procurements of components for ITER. Plant systems engineering is being transformed to fully integrate the tokamak and its auxiliary systems in preparation for the assembly and operations phase. CODAC, diagnostics, and the three main heating and current drive systems are also progressing, including the construction of the neutral beam test facility building in Padua, Italy. The conceptual design of the Chinese test blanket module system for ITER has been completed and those of the EU are well under way. Significant progress has been made addressing several outstanding physics issues including disruption load characterization, prediction, avoidance, and mitigation, first wall and divertor shaping, edge pedestal and SOL plasma stability, fuelling and plasma behaviour during confinement transients and W impurity transport. Further development of the ITER Research Plan has included a definition of the required plant configuration for 1st plasma and subsequent phases of ITER operation as well as the major plasma commissioning activities and the needs of the accompanying R&D program to ITER construction by the ITER parties.

  16. Are tiled display walls needed for astronomy?

    CERN Document Server

    Meade, Bernard F; Manos, Steven; Sinnott, Richard O

    2014-01-01

    Clustering commodity displays into a Tiled Display Wall (TDW) provides a cost-effective way to create an extremely high resolution display, capable of approaching the image sizes now gen- erated by modern astronomical instruments. Astronomers face the challenge of inspecting single large images, many similar images simultaneously, and heterogeneous but related content. Many research institutions have constructed TDWs on the basis that they will improve the scientific outcomes of astronomical imagery. We test this concept by presenting sample images to astronomers and non- astronomers using a standard desktop display (SDD) and a TDW. These samples include standard English words, wide field galaxy surveys and nebulae mosaics from the Hubble telescope. These experiments show that TDWs provide a better environment for searching for small targets in large images than SDDs. It also shows that astronomers tend to be better at searching images for targets than non-astronomers, both groups are generally better when em...

  17. Cytokines and the Skin Barrier

    Directory of Open Access Journals (Sweden)

    Jens Malte Baron

    2013-03-01

    Full Text Available The skin is the largest organ of the human body and builds a barrier to protect us from the harmful environment and also from unregulated loss of water. Keratinocytes form the skin barrier by undergoing a highly complex differentiation process that involves changing their morphology and structural integrity, a process referred to as cornification. Alterations in the epidermal cornification process affect the formation of the skin barrier. Typically, this results in a disturbed barrier, which allows the entry of substances into the skin that are immunologically reactive. This contributes to and promotes inflammatory processes in the skin but also affects other organs. In many common skin diseases, including atopic dermatitis and psoriasis, a defect in the formation of the skin barrier is observed. In these diseases the cytokine composition within the skin is different compared to normal human skin. This is the result of resident skin cells that produce cytokines, but also because additional immune cells are recruited. Many of the cytokines found in defective skin are able to influence various processes of differentiation and cornification. Here we summarize the current knowledge on cytokines and their functions in healthy skin and their contributions to inflammatory skin diseases.

  18. Penetration through the Skin Barrier.

    Science.gov (United States)

    Nielsen, Jesper Bo; Benfeldt, Eva; Holmgaard, Rikke

    2016-01-01

    The skin is a strong and flexible organ with barrier properties essential for maintaining homeostasis and thereby human life. Characterizing this barrier is the ability to prevent some chemicals from crossing the barrier while allowing others, including medicinal products, to pass at varying rates. During recent decades, the latter has received increased attention as a route for intentionally delivering drugs to patients. This has stimulated research in methods for sampling, measuring and predicting percutaneous penetration. Previous chapters have described how different endogenous, genetic and exogenous factors may affect barrier characteristics. The present chapter introduces the theory for barrier penetration (Fick's law), and describes and discusses different methods for measuring the kinetics of percutaneous penetration of chemicals, including in vitro methods (static and flow-through diffusion cells) as well as in vivo methods (microdialysis and microperfusion). Then follows a discussion with examples of how different characteristics of the skin (age, site and integrity) and of the penetrants (size, solubility, ionization, logPow and vehicles) affect the kinetics of percutaneous penetration. Finally, a short discussion of the advantages and challenges of each method is provided, which will hopefully allow the reader to improve decision making and treatment planning, as well as the evaluation of experimental studies of percutaneous penetration of chemicals. PMID:26844902

  19. Field Lysimeter Test Facility for protective barriers: Experimental plan

    International Nuclear Information System (INIS)

    This document was first written in October 1986 and has been used to guide the design of the Field Lysimeter Test Facility (FLTF) and to promote discussions between research and engineering staff regarding the selection of barrier treatments for inclusion in the FLTF. The construction of the lysimeter facility was completed June 28, 1987. This document describes the facility, the treatments placed in each lysimeter, types of measurements made in each lysimeter, and a brief discussion of project activities related to quality assurance, safety, and funding requirements. The treatment description and figures have been updated to reflect the lysimeter facility as constructed. 12 refs., 6 figs., 5 tabs

  20. Constructing Knowledge

    Science.gov (United States)

    Blanton, Patricia

    2003-02-01

    Schools are expected to lay the foundation upon which knowledge can be built and equip students with the tools necessary to accomplish the construction. The role of the teacher in this building process is crucial to the type of structure the student can build. Whether you call it constructivism, discussion teaching, project-based learning, inquiry learning, or any of the other names given to the instructional strategies being suggested by education researchers, the key is getting students to become active participants in the process. While some students may be able to learn from eloquently delivered lectures and dynamic demonstrations, the majority of students cannot effectively retain and apply ideas communicated in this manner.