WorldWideScience

Sample records for water pipelines

  1. Multi-Criteria Decision Making Models for Water Pipelines

    OpenAIRE

    El Chanati, Hisham; El-Abbasy, Mohammed S.; Mosleh, Fadi; Senouci, Ahmed; Abouhamad, Mona; Gkountis, Iason; Zayed, Tarek; Al-Derham, Hassan

    2016-01-01

    The deterioration of water pipelines leads to impaired water quality, increased breakage rate, and reduced hydraulic capacity. The planning of maintenance programs for water pipelines is essential to minimize health and safety concerns and ensure an adequate supply of water in a safe, cost-effective, reliable, and sustainable manner. It is essential to assess the performance of water pipelines to assist municipalities in planning inspection and rehabilitation programs for their pipelines. Sev...

  2. Diverless pipeline repair system for deep water

    Energy Technology Data Exchange (ETDEWEB)

    Spinelli, Carlo M. [Eni Gas and Power, Milan (Italy); Fabbri, Sergio; Bachetta, Giuseppe [Saipem/SES, Venice (Italy)

    2009-07-01

    SiRCoS (Sistema Riparazione Condotte Sottomarine) is a diverless pipeline repair system composed of a suite of tools to perform a reliable subsea pipeline repair intervention in deep and ultra deep water which has been on the ground of the long lasting experience of Eni and Saipem in designing, laying and operating deep water pipelines. The key element of SiRCoS is a Connection System comprising two end connectors and a repair spool piece to replace a damaged pipeline section. A Repair Clamp with elastomeric seals is also available for pipe local damages. The Connection System is based on pipe cold forging process, consisting in swaging the pipe inside connectors with suitable profile, by using high pressure seawater. Three swaging operations have to be performed to replace the damaged pipe length. This technology has been developed through extensive theoretical work and laboratory testing, ending in a Type Approval by DNV over pipe sizes ranging from 20 inches to 48 inches OD. A complete SiRCoS system has been realised for the Green Stream pipeline, thoroughly tested in workshop as well as in shallow water and is now ready, in the event of an emergency situation.The key functional requirements for the system are: diverless repair intervention and fully piggability after repair. Eni owns this technology and is now available to other operators under Repair Club arrangement providing stand-by repair services carried out by Saipem Energy Services. The paper gives a description of the main features of the Repair System as well as an insight into the technological developments on pipe cold forging reliability and long term duration evaluation. (author)

  3. Dynamic Pressure of Seabed around Buried Pipelines in Shallow Water

    OpenAIRE

    Changjing Fu; Guoying Li; Tianlong Zhao; Donghai Guan

    2015-01-01

    Due to the obvious nonlinear effect caused by the shallow waves, the nonlinear wave loads have a great influence on the buried pipelines in shallow water. In order to ensure their stability, the forces on the pipelines that resulted from nonlinear waves should be considered thoroughly. Based on the Biot consolidation theory and the first-order approximate cnoidal wave theory, analytical solutions of the pore water pressure around the buried pipelines in shallow water caused by waves are first...

  4. Uncertainties in pipeline water percentage measurement

    Energy Technology Data Exchange (ETDEWEB)

    Scott, Bentley N.

    2005-07-01

    Measurement of the quantity, density, average temperature and water percentage in petroleum pipelines has been an issue of prime importance. The methods of measurement have been investigated and have seen continued improvement over the years. Questions are being asked as to the reliability of the measurement of water in the oil through sampling systems originally designed and tested for a narrow range of densities. Today most facilities sampling systems handle vastly increased ranges of density and types of crude oils. Issues of pipeline integrity, product loss and production balances are placing further demands on the issues of accurate measurement. Water percentage is one area that has not received the attention necessary to understand the many factors involved in making a reliable measurement. A previous paper1 discussed the issues of uncertainty of the measurement from a statistical perspective. This paper will outline many of the issues of where the errors lie in the manual and automatic methods in use today. A routine to use the data collected by the analyzers in the on line system for validation of the measurements will be described. (author) (tk)

  5. Uncertainties in pipeline water percentage measurement

    Energy Technology Data Exchange (ETDEWEB)

    Scott, Bentley N.

    2005-07-01

    Measurement of the quantity, density, average temperature and water percentage in petroleum pipelines has been an issue of prime importance. The methods of measurement have been investigated and have seen continued improvement over the years. Questions are being asked as to the reliability of the measurement of water in the oil through sampling systems originally designed and tested for a narrow range of densities. Today most facilities sampling systems handle vastly increased ranges of density and types of crude oils. Issues of pipeline integrity, product loss and production balances are placing further demands on the issues of accurate measurement. Water percentage is one area that has not received the attention necessary to understand the many factors involved in making a reliable measurement. A previous paper1 discussed the issues of uncertainty of the measurement from a statistical perspective. This paper will outline many of the issues of where the errors lie in the manual and automatic methods in use today. A routine to use the data collected by the analyzers in the on line system for validation of the measurements will be described. (author) (tk)

  6. Satellites and solid state electronics test concrete pressure water pipelines

    Science.gov (United States)

    Fumo, John; Worthington, Will

    2000-06-01

    Like all structures, water pressure pipelines have a finite life. Pipelines will eventually begin to fail, leaving the pipeline owner to deal with the quandary: what caused this to happen, can we prevent future failures, must we replace this structure now? The causes for pipeline failure include defects and anomalies which may occur in any phase of a pipeline's life: during the engineering, the manufacture, the construction, or the operation. Failure may simply be the result of environmental conditions or old age. In the past five years, passive acoustic emission detection technology has been adapted to concrete pressure pipelines. This method of inspection is based on the caustic emissions made by the prestressed reinforcing wire as it releases its energy. A recently patented method of using this technology relies on a series of remote, independent test stations to detect, record and time-stamp these acoustic emissions. A low-powered, high- performance embedded processor system makes use of global positioning system time signals to synchronize multiple stations. These methods are re-defining the standard of care of water pressure pipelines. This paper describes pipeline failure mechanisms and a state-of-the-art data sampling system which has been developed to evaluate pipeline structural integrity.

  7. Water Pipelines, Major, Published in 2006, City of Carson City.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, was produced all or in part from Field Observation information as of 2006. Data by this publisher are often provided in State...

  8. Modelling water hammer in viscoelastic pipelines: short brief

    Science.gov (United States)

    Urbanowicz, K.; Firkowski, M.; Zarzycki, Z.

    2016-10-01

    The model of water hammer in viscoelastic pipelines is analyzed. An appropriate mathematical model of water hammer in polymer pipelines is presented. An additional term has been added to continuity equation to describe the retarded deformation of the pipe wall. The mechanical behavior of viscoelastic material is described by generalized Kelvin-Voigt model. The comparison of numerical simulation and experimental data from well known papers is presented. Short discussion about obtained results are given.

  9. Failure Analysis of a Water Supply Pumping Pipeline System

    Directory of Open Access Journals (Sweden)

    Oscar Pozos-Estrada

    2016-09-01

    Full Text Available This paper describes the most important results of a theoretical, experimental and in situ investigation developed in connection with a water supply pumping pipeline failure. This incident occurred after power failure of the pumping system that caused the burst of a prestressed concrete cylinder pipe (PCCP. Subsequently, numerous hydraulic transient simulations for different scenarios and various air pockets combinations were carried out in order to fully validate the diagnostic. As a result, it was determined that small air pocket volumes located along the pipeline profile were recognized as the direct cause of the PCCP rupture. Further, a detail survey of the pipeline was performed using a combination of non-destructive technologies in order to determine if immediate intervention was required to replace PCC pipes. In addition, a hydraulic model was employed to analyze the behavior of air pockets located at high points of the pipeline.

  10. Water Pipeline Network Analysis Using Simultaneous Loop Flow ...

    African Journals Online (AJOL)

    2013-03-01

    Mar 1, 2013 ... A water pipeline network analysis with a case study of Owerri in Imo ... relatively complex problem, particularly if the ...... [11] Mason, P.R., Patterson, B.A. & Loewenson, R. (1986) “Piped water supply and Intestinal parasitism.

  11. Water Pipelines, Major, Water Lines, Published in unknown, North Georgia College and State University.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, was produced all or in part from Field Survey/GPS information as of unknown. It is described as 'Water Lines'. Data by this...

  12. Water Pipelines, Major, gps pipelines, Published in 2009, 1:24000 (1in=2000ft) scale, Washington County.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:24000 (1in=2000ft) scale, was produced all or in part from Other information as of 2009. It is described as 'gps...

  13. The Brackets Design and Stress Analysis of a Refinery's Hot Water Pipeline

    Science.gov (United States)

    Zhou, San-Ping; He, Yan-Lin

    2016-05-01

    The reconstruction engineering which reconstructs the hot water pipeline from a power station to a heat exchange station requires the new hot water pipeline combine with old pipe racks. Taking the allowable span calculated based on GB50316 and the design philosophy of the pipeline supports into account, determine the types and locations of brackets. By analyzing the stresses of the pipeline in AutoPIPE, adjusting the supports at dangerous segments, recalculating in AutoPIPE, at last determine the types, locations and numbers of supports reasonably. Then the overall pipeline system will satisfy the requirement of the ASME B31.3.

  14. Investigation of Water Hammer Effect Through Pipeline System

    Directory of Open Access Journals (Sweden)

    Tan Wee Choon

    2012-01-01

    Full Text Available This paper we study the condition where the water hammer effect is occurs in pipe line. Water hammer can cause the pipe to break if the pressure is high enough. The experiment will be set-up to investigate the water hammer effect in order to avoid the water hammer effect happen. The prevention of water hammer effect will be propose and prove the prevention method is successfully reduce the water hammer effect. The prevention method using is installing the bypass pipe with non-return valve. The experiment is done by capture the vibration signal by using data acquisition device and accelerometer. The pressure signal is capture after a sudden shutoff for the valve. The signal is than analyze and convert to wave speed. The project is differentiating and compares the water hammer phenomenon with different pipe material, pipe length, inlet diameter of pipe, and pressure in pipeline. From the experiment, result shown that the lower strength material pipe, smaller inlet diameter pipe, and longer pipe will deal with lager water hammer effect. Besides, the prevention method by installing by pass pipe with non-return valve of water hammer effect is proved successfully reduce the water hammer phenomenon by 33.33% of pressure.

  15. An integrated sensing technique for smart monitoring of water pipelines

    Science.gov (United States)

    Bernini, Romeo; Catapano, Ilaria; Soldovieri, Francesco; Crocco, Lorenzo

    2014-05-01

    Lowering the rate of water leakage from the network of underground pipes is one of the requirements that "smart" cities have to comply with. In fact, losses in the water supply infrastructure have a remarkable social, environmental and economic impact, which obviously conflicts with the expected efficiency and sustainability of a smart city. As a consequence, there is a huge interest in developing prevention policies based on state-of-art sensing techniques and possibly their integration, as well as in envisaging ad hoc technical solutions designed for the application at hand. As a contribution to this framework, in this communication we present an approach aimed to pursue a thorough non-invasive monitoring of water pipelines, with both high spatial and temporal resolution. This goal is necessary to guarantee that maintenance operations are performed timely, so to reduce the extent of the leakage and its possible side effects, and precisely, so to minimize the cost and the discomfort resulting from operating on the water supply network. The proposed approach integrates two sensing techniques that work at different spatial and temporal scales. The first one is meant to provide a continuous (in both space and time) monitoring of the pipeline and exploits a distributed optic fiber sensor based on the Brillouin scattering phenomenon. This technique provides the "low" spatial resolution information (at meter scale) needed to reveal the presence of a leak and call for interventions [1]. The second technique is based on the use of Ground Penetrating Radar (GPR) and is meant to provide detailed images of area where the damage has been detected. GPR systems equipped with suitable data processing strategies [2,3] are indeed capable of providing images of the shallow underground, where the pipes would be buried, characterized by a spatial resolution in the order of a few centimeters. This capability is crucial to address in the most proper way maintenance operations, by for

  16. Water Pipelines, Major, Water Pipelines, Leoti, KS, Published in 2007, 1:1200 (1in=100ft) scale, City of Leoti.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:1200 (1in=100ft) scale, was produced all or in part from Field Survey/GPS information as of 2007. It is described...

  17. Water Pipelines, Major, Line layer indicating water pipelines., Published in 1990, 1:1200 (1in=100ft) scale, Pitt County GIS.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:1200 (1in=100ft) scale, was produced all or in part from Orthoimagery information as of 1990. It is described as...

  18. Simulation of Heat Transfer of Heating-System and Water Pipelines Under Northern Conditions

    Science.gov (United States)

    Stepanov, A. V.; Egorova, G. N.

    2016-09-01

    A mathematical model of joint laying of water pipelines and of city-block heating-system pipelines is considered. The effect of radiation on the process of combined heat transfer in the heat insulation jacket between the construction elements is investigated. The results of mathematical simulation of heat losses with account of the radiant component are given.

  19. Study on the Technology of Supplying Water Safely by Long-Distance Pipeline

    Institute of Scientific and Technical Information of China (English)

    CHEN Yanbo; YU Taipin; LIU Junhua; ZHAO Hongbin

    2008-01-01

    The extensively built long-distance water transmission pipelines have become the main water sources for urban areas.To ensure the reliability and safety of the water supply,from the viewpoint of overall management, it would be necessary to establish a system of information management for the pipeline.The monitoring,calculating and analyzing functions of the system serve to give controlling instructions and safe operating rules to the automatic equipment and technician, making sure the resistance coefficient distribution along the pipeline is reasonable;the hydraulic state transition is smooth when operating conditions change or water supply accidents occur,avoiding the damage of water hammer.This paper covered the composition structures of the information management system of long-distance water transmission pipelines and the functions of the subsystems, and finally elaborated on the approaches and steps ofbuilding a mathematics model for the analysis of dynamic hydraulic status.

  20. Use of Mobile Pipeline with Self-regulated Water Outlets for Furrow Irrigation

    Directory of Open Access Journals (Sweden)

    Vysochkina L.I.

    2016-03-01

    Full Text Available Surface irrigation is one of the most common irrigation methods, but it has its own significant drawbacks. A mobile pipeline for furrow irrigation from closed irrigation network was designed and its parameters were proved in order to improve furrow irrigation. The mobile pipeline consists of plastic pipes based on 10 pairs of spring skis connected in the middle by a flexible connection. It is known that water flow into the furrow decreases along the pipeline due to pressure losses along the length of the pipeline. It was proposed to use water outlets ensuring uniform supply of water to each furrow by the presence of the butterfly valve in housing of the water outlet in the mobile pipeline. In order to ensure sustainable valve position, an equation was derived and values of the area of the upper and bottom parts of the valve were obtained. According to the pipeline field test results, water distribution uniformity coefficient through the outlets was 0.98, at a flow rate of 1.0-3.0 l∙s-1 and hydraulic slopes along the pipeline of 0.001−0.005.

  1. Water Pipelines, Major, Published in 2006, 1:1200 (1in=100ft) scale, Farmer.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:1200 (1in=100ft) scale, was produced all or in part from Field Survey/GPS information as of 2006. Data by this...

  2. Water Pipelines, Major, Published in 2010, 1:600 (1in=50ft) scale, Rockdale County.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:600 (1in=50ft) scale, was produced all or in part from Field Survey/GPS information as of 2010. Data by this...

  3. FUZZY INFERENCE BASED LEAK ESTIMATION IN WATER PIPELINES SYSTEM

    Directory of Open Access Journals (Sweden)

    N. Lavanya

    2015-01-01

    Full Text Available Pipeline networks are the most widely used mode for transporting fluids and gases around the world. Leakage in this pipeline causes harmful effects when the flowing fluid/gas is hazardous. Hence the detection of leak becomes essential to avoid/minimize such undesirable effects. This paper presents the leak detection by spectral analysis methods in a laboratory pipeline system. Transient in the pressure signal in the pipeline is created by opening and closing the exit valve. These pressure variations are captured and power spectrum is obtained by using Fast Fourier Transform (FFT method and Filter Diagonalization Method (FDM. The leaks at various positions are simulated and located using these methods and the results are compared. In order to determine the quantity of leak a 2 × 1 fuzzy inference system is created using the upstream and downstream pressure as input and the leak size as the output. Thus a complete leak detection, localization and quantification are done by using only the pressure variations in the pipeline.

  4. Water Pipelines, Major, DG Water Lines, Published in 2005, 1:1200 (1in=100ft) scale, Douglas County.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:1200 (1in=100ft) scale, was produced all or in part from Published Reports/Deeds information as of 2005. It is...

  5. Experimental and Numerical Analysis of a Water Emptying Pipeline Using Different Air Valves

    Directory of Open Access Journals (Sweden)

    Oscar E. Coronado-Hernández

    2017-02-01

    Full Text Available The emptying procedure is a common operation that engineers have to face in pipelines. This generates subatmospheric pressure caused by the expansion of air pockets, which can produce the collapse of the system depending on the conditions of the installation. To avoid this problem, engineers have to install air valves in pipelines. However, if air valves are not adequately designed, then the risk in pipelines continues. In this research, a mathematical model is developed to simulate an emptying process in pipelines that can be used for planning this type of operation. The one-dimensional proposed model analyzes the water phase propagation by a new rigid model and the air pockets effect using thermodynamic formulations. The proposed model is validated through measurements of the air pocket absolute pressure, the water velocity and the length of the emptying columns in an experimental facility. Results show that the proposed model can accurately predict the hydraulic characteristic variables.

  6. Cavitation in horizontal pipelines due to water hammer

    NARCIS (Netherlands)

    Kalkwijk, J.P.T.; Kranenburg, C.

    1971-01-01

    When designing a pipeline for the transport of a liquid one of the problems to be considered is the provision of a device to guard against low pressures. These low pressures can be caused, for example, by a sudden pump failure. The failure creates a negative pressure wave which travels in the downst

  7. [The effect of water pipelines on the quality of drinking water].

    Science.gov (United States)

    Wichrowska, B; Zyciński, D; Krogulska, B; Szlachta, R; Ranke-Rybicka, B; Kozłowski, J

    1997-01-01

    The purpose of the study was to assess the effects of various pipelines on drinking water quality. For the study carried out in Warsaw buildings were chosen in which the installations were made of polypropylene, polyvinyl chloride, copper and steel. Water samples were taken from the sites of water leading to the buildings and from the highest floors, if possible. Physicochemical studies included determination of turbidity, colour, odour, pH, hardness, chlorides, ammonia, nitrates, nitrites, oxidation, manganese, iron, lead, cadmium, copper and zinc content. Bacteriological tests included determination of total microorganism count at 20 degrees C and 37 degrees C, total number of sporing bacteria and Pseudomonas aeruginosa. The hydro-biological testing of water samples included quantitative and qualitative analysis of macroscopic and microscopic plant and animal organisms. All studies were carried out according to Polish Standards and the methods of the State Institute of Hygiene. The results of the physicochemical, bacteriological and hydro-biological tests failed to show any effect of the material of pipelines on the quality of drinking water in the range of the determined parameters.

  8. An Assessment of Factors Having Impact on Water Quality in Water Supply Pipelines

    Directory of Open Access Journals (Sweden)

    Auksė Amosenkienė

    2011-04-01

    Full Text Available Water samples were collected from Vilnius drinking water distribution system fed by treated and different groundwater. Parameters related to bacterial growth have been measured considering these samples: temperature, concentration of free residual chlorine, ammonium, nitrates and nitrites. Results showed that treated groundwater was less susceptible to favour bacterial growth in the pipelines. The obtained results also showed that the potential growth induced by the distribution of treated water could be reduced if: ammonium levels were below 0.5 mg/l at the outlet of the water treatment plant; biological ammonium removal treatment implementation should reduce the levels of the nitrates and nitrites of the treated supplied water. Article in Lithuanian

  9. Back-Propagation Artificial Neural Networks for Water Supply Pipeline Model

    Institute of Scientific and Technical Information of China (English)

    朱东海; 张土乔; 毛根海

    2002-01-01

    Water supply pipelines are the lifelines of a city. When pipelines burst, the burst site is difficult to locate by traditional methods such as manual tools or only by watching. In this paper, the burst site was identified using back-propagation (BP) artificial neural networks (ANN). The study is based on an indoor urban water supply model experiment. The key to appling BP ANN is to optimize the ANN's topological structure and learning parameters. This paper presents the optimizing method for a 3-layer BP neural network's topological structure and its learning parameters-learning ratio and the momentum factor. The indoor water supply pipeline model experimental results show that BP ANNs can be used to locate the burst point in urban water supply systems. The topological structure and learning parameters were optimized using the experimental results.

  10. Comparative assessment of water use and environmental implications of coal slurry pipelines

    Science.gov (United States)

    Palmer, Richard N.; James II, I. C.; Hirsch, R.M.

    1977-01-01

    With other studies conducted by the U.S. Geological Survey of water use in the conversion and transportation of the West 's coal, an analysis of water use and environmental implications of coal-slurry pipeline transport is presented. Simulations of a hypothetical slurry pipeline of 1000-mile length transporting 12.5 million tons per year indicate that pipeline costs and energy requirements are quite sensitive to the coal-to-water ratio. For realistic water prices, the optimal ratio will not vary far from the 50/50 ratio by weight. In comparison to other methods of energy conversion and transport, coal-slurry pipeline utilize about 1/3 the amount of water required for coal gasification, and about 1/5 the amount required for on-site electrical generation. An analysis of net energy output from operating alternative energy transportation systems for the assumed conditions indicates that both slurry pipeline and rail shipment require approximately 4.5 percent of the potential electrical energy output of the coal transported, and high-voltage, direct-current transportation requires approximately 6.5 percent. The environmental impacts of the different transports options are so substantially different that a common basis for comparison does not exist. (Woodard-USGS)

  11. Research Progress of Buckling Propagation Experiment of Deep-Water Pipelines

    Institute of Scientific and Technical Information of China (English)

    余建星; 吴梦宁; 孙震洲; 段晶辉

    2016-01-01

    In recent years, the extraction of fossil resources, especially oil and gas in deep and ultra-deep water areas has been playing a more important role and been paid more attention to. For this reason, the working depth of subma-rine pipelines, which are used for the transportation of oil and gas, has been increasing sharply. As the main failure pattern of deep-water pipelines, buckling and its propagation problem have drawn more attention of many research institutions and engineering units around the world. Based on the existing research, the summary of experiments and their outcomes of deep-water pipeline buckling failure is made in this paper. Research status and developing prospects of the experiments of buckling propagation and buckle arrestor are discussed in detail.

  12. Water Pipelines, Major, To extract a coverage of pipelines within the State of Louisiana to the State boundaries., Published in 1999, 1:24000 (1in=2000ft) scale, Louisiana State University.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:24000 (1in=2000ft) scale as of 1999. It is described as 'To extract a coverage of pipelines within the State of...

  13. Deep water construction on live oil and gas pipelines using the SmartPlug high-pressure pipeline isolation tools

    Energy Technology Data Exchange (ETDEWEB)

    Parrott, Ralph; Tveit, Edd; Sauthier, Daniel [PSI, Vancouver, BC (Canada)

    2005-07-01

    The world first successful SmartPlug operation took place at the Dimlington process plant in UK in 1999. Since 1999, the SmartPlug system has been deployed on more than 80 projects worldwide allowing the operators to perform pipeline repair work, modifications, or tie-ins with the pipeline systems full of product, and at full production pressure. Mid-line applications of the SmartPlug system allows the operator to tie a new pipeline into an existing pipeline without displacing the oil or gas and eliminates time needed to flare, depressurize, empty the line and commission the line before start up. The first SmartPlug installations were done to isolate pig trap valves or ESD valve from the pipeline allowing the valve to be replaced at full pipeline pressure, and in some instances while production was flowing. Some pipelines have multiple platforms or fields tied in along the pipeline, and the SmartPlug system is frequently used to isolate a single platform to allow platform removal or riser repair without impacting the production flow in the remaining part of the pipeline system. (author)

  14. Detection of leaks in buried rural water pipelines using thermal infrared images

    Science.gov (United States)

    Eidenshink, Jeffery C.

    1985-01-01

    Leakage is a major problem in many pipelines. Minor leaks called 'seeper leaks', which generally range from 2 to 10 m3 per day, are common and are difficult to detect using conventional ground surveys. The objective of this research was to determine whether airborne thermal-infrared remote sensing could be used in detecting leaks and monitoring rural water pipelines. This study indicates that such leaks can be detected using low-altitude 8.7- to 11.5. micrometer wavelength, thermal infrared images collected under proper conditions.

  15. Fouling detection in buried water pipelines by observation of the scattered electromagnetic field

    Science.gov (United States)

    Frezza, Fabrizio; Mangini, Fabio; Santini, Carlo; Stoja, Endri; Tedeschi, Nicola

    2014-05-01

    The electromagnetic scattered field by a buried pipeline is calculated by means of frequency-domain numerical simulations and by making use of the scattered-field formulation. The pipeline, supposed to be used for water conveyance, is modeled as a cylindrical shell made of poly-vinyl chloride (PVC) material buried in a wall or pavement composed of cement with very low losses and filled with water. In order to make the model simpler, the pipeline is supposed running parallel to the air-cement interface. To excite the model, a linearly-polarized plane wave impinging normally on the above-mentioned interface is adopted. We consider two different polarizations in order to determine the most useful in terms of scattered-field sensitivity. Moreover, a preliminary frequency sweep allows us to choose the most suitable operating frequency depending on the dimensions of the pipeline cross-section. All the three components of the scattered field are monitored along a line just above the interface. The electromagnetic properties of the materials employed in this study are present in the literature and, since a frequency-domain technique is adopted, no further approximation is needed. Once the ideal problem has been studied, we further complicate the model by introducing two fouling scenarios due to limestone formation on the pipeline walls. In the first case, the fouling is deposited at the bottom of the pipeline when the water pressure is low enough and the second one considers the fouling to deposit on the entire internal perimeter of the pipeline's cross-section by forming an additional limestone cylindrical layer. The results obtained in these cases are compared with those of the initial problem with the goal of determining the scattered field dependency on the fouling geometrical characteristics. One of the practical applications in the field of Civil Engineering of this study may be the use of ground penetrating radar (GPR) techniques to monitor the fouling conditions of

  16. Investigation of Water Hammer Effect Through Pipeline System

    OpenAIRE

    Tan Wee Choon; Lim Kheng Aik; Lim Eng Aik; Teoh Thean Hin

    2012-01-01

    This paper we study the condition where the water hammer effect is occurs in pipe line. Water hammer can cause the pipe to break if the pressure is high enough. The experiment will be set-up to investigate the water hammer effect in order to avoid the water hammer effect happen. The prevention of water hammer effect will be propose and prove the prevention method is successfully reduce the water hammer effect. The prevention method using is installing the bypass pipe with non-return valve. Th...

  17. Research for visualization of running state of long-distance water transmission pipeline based on OpenGL

    Science.gov (United States)

    Zhang, Xiaoping; Xu, Xuejun; Liu, Bing; Zhang, Zhendong

    2017-03-01

    The running condition of long distance water pipeline are complicated and changeable, and the lag of water flow is obvious, which is the key technical problem to be solved in the process of regulation and control. According to the present situation of the long-distance water conveyance project, the visualization simulation technology is used to study the operation and management of the long-distance water conveyance pipeline based on OpenGL technology. The system developed in this paper can combine pipeline information, working condition data and relevant data to provide a visualization platform for analysis and decision-making of project management and operation.

  18. Dynamic water behaviour due to one trapped air pocket in a laboratory pipeline apparatus

    Science.gov (United States)

    Bergant, A.; Karadžić, U.; Tijsseling, A.

    2016-11-01

    Trapped air pockets may cause severe operational problems in hydropower and water supply systems. A locally isolated air pocket creates distinct amplitude, shape and timing of pressure pulses. This paper investigates dynamic behaviour of a single trapped air pocket. The air pocket is incorporated as a boundary condition into the discrete gas cavity model (DGCM). DGCM allows small gas cavities to form at computational sections in the method of characteristics (MOC). The growth of the pocket and gas cavities is described by the water hammer compatibility equation(s), the continuity equation for the cavity volume, and the equation of state of an ideal gas. Isentropic behaviour is assumed for the trapped gas pocket and an isothermal bath for small gas cavities. Experimental investigations have been performed in a laboratory pipeline apparatus. The apparatus consists of an upstream end high-pressure tank, a horizontal steel pipeline (total length 55.37 m, inner diameter 18 mm), four valve units positioned along the pipeline including the end points, and a downstream end tank. A trapped air pocket is captured between two ball valves at the downstream end of the pipeline. The transient event is initiated by rapid opening of the upstream end valve; the downstream end valve stays closed during the event. Predicted and measured results for a few typical cases are compared and discussed.

  19. SmartPipes: Smart Wireless Sensor Networks for Leak Detection in Water Pipelines

    Directory of Open Access Journals (Sweden)

    Ali M. Sadeghioon

    2014-02-01

    Full Text Available Asset monitoring, specifically infrastructure monitoring such as water distribution pipelines, is becoming increasingly critical for utility owners who face new challenges due to an aging network. In the UK alone, during the period of 2009–2010, approximately 3281 mega litres (106 of water were wasted due to failure or leaks in water pipelines. Various techniques can be used for the monitoring of water distribution networks. This paper presents the design, development and testing of a smart wireless sensor network for leak detection in water pipelines, based on the measurement of relative indirect pressure changes in plastic pipes. Power consumption of the sensor nodes is minimised to 2.2 mW based on one measurement every 6 h in order to prolong the lifetime of the network and increase the sensor nodes’ compatibility with current levels of power available by energy harvesting methods and long life batteries. A novel pressure sensing method is investigated for its performance and capabilities by both laboratory and field trials. The sensors were capable of measuring pressure changes due to leaks. These pressure profiles can also be used to locate the leaks.

  20. Detection of Legionella, L. pneumophila and Mycobacterium Avium Complex (MAC along Potable Water Distribution Pipelines

    Directory of Open Access Journals (Sweden)

    Harriet Whiley

    2014-07-01

    Full Text Available Inhalation of potable water presents a potential route of exposure to opportunistic pathogens and hence warrants significant public health concern. This study used qPCR to detect opportunistic pathogens Legionella spp., L. pneumophila and MAC at multiple points along two potable water distribution pipelines. One used chlorine disinfection and the other chloramine disinfection. Samples were collected four times over the year to provide seasonal variation and the chlorine or chloramine residual was measured during collection. Legionella spp., L. pneumophila and MAC were detected in both distribution systems throughout the year and were all detected at a maximum concentration of 103 copies/mL in the chlorine disinfected system and 106, 103 and 104 copies/mL respectively in the chloramine disinfected system. The concentrations of these opportunistic pathogens were primarily controlled throughout the distribution network through the maintenance of disinfection residuals. At a dead-end and when the disinfection residual was not maintained significant (p < 0.05 increases in concentration were observed when compared to the concentration measured closest to the processing plant in the same pipeline and sampling period. Total coliforms were not present in any water sample collected. This study demonstrates the ability of Legionella spp., L. pneumophila and MAC to survive the potable water disinfection process and highlights the need for greater measures to control these organisms along the distribution pipeline and at point of use.

  1. Water Pipeline Monitoring and Leak Detection using Flow Liquid Meter Sensor

    Science.gov (United States)

    Rahmat, R. F.; Satria, I. S.; Siregar, B.; Budiarto, R.

    2017-04-01

    Water distribution is generally installed through underground pipes. Monitoring the underground water pipelines is more difficult than monitoring the water pipelines located on the ground in open space. This situation will cause a permanent loss if there is a disturbance in the pipeline such as leakage. Leaks in pipes can be caused by several factors, such as the pipe’s age, improper installation, and natural disasters. Therefore, a solution is required to detect and to determine the location of the damage when there is a leak. The detection of the leak location will use fluid mechanics and kinematics physics based on harness water flow rate data obtained using flow liquid meter sensor and Arduino UNO as a microcontroller. The results show that the proposed method is able to work stably to determine the location of the leak which has a maximum distance of 2 metres, and it’s able to determine the leak location as close as possible with flow rate about 10 litters per minute.

  2. FBG Temperature and Pressure Sensing System for Hot Water Pipeline of Petrochemical Factory

    Institute of Scientific and Technical Information of China (English)

    Guo-Hui Lü; Shao-Hua Shang; Xu Jiang; Jin-Ping Ou; Chao Yang; Chuan-Di Li; Wei Xu

    2008-01-01

    A spatial and wavelength division multi-plexing fiber Bragg grating (FBG) sensing system is reported for monitoring the temperature and the pressure (T-P) of hot water pipeline in petrochemical factory. The FBG sensing system has 72 channels independently, and it provides the capability to monitor large number sensors at same time. A resolution of 0.1 ℃ and 0.01 MPa with a measurement bandwidth of 150 Hz has been achieved.

  3. Identification of organic compounds migrating from polyethylene pipelines into drinking water

    DEFF Research Database (Denmark)

    Brocca, D.; Arvin, Erik; Mosbæk, Hans

    2002-01-01

    A study of the diffusion of organic additives from four polyethylene (PE) materials into drinking water was conducted. Various structures of organic chemicals were identified in the water extracts by means of gas chromatography–mass spectrometry analysis. Most of them presented a basic common str...... was tested under field conditions, i.e. in water samples from newly installed pipelines in a distribution system. Here, the presence of three of the compounds identified in vitro was detected. r 2002 Elsevier Science Ltd. All rights reserved....

  4. Water Pipelines, Major, Published in 2007, 1:600 (1in=50ft) scale, County of Lexington.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:600 (1in=50ft) scale, was produced all or in part from Field Survey/GPS information as of 2007. Data by this...

  5. Water Pipelines, Major, Published in unknown, 1:24000 (1in=2000ft) scale, Bulloch County Board of Commissioners.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:24000 (1in=2000ft) scale, was produced all or in part from Published Reports/Deeds information as of unknown....

  6. Water Pipelines, Major, Published in 2010, 1:1200 (1in=100ft) scale, Athens-Clarke County Planning Department.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:1200 (1in=100ft) scale, was produced all or in part from Field Survey/GPS information as of 2010. Data by this...

  7. Water Pipelines, Major, Published in 2010, 1:600 (1in=50ft) scale, Fulton County Government.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:600 (1in=50ft) scale, was produced all or in part from Field Survey/GPS information as of 2010. Data by this...

  8. Water Pipelines, Major, Published in Not Provided, 1:4800 (1in=400ft) scale, Warren County Emergency Services.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:4800 (1in=400ft) scale, was produced all or in part from Hardcopy Maps information as of Not Provided. Data by...

  9. Water Pipelines, Major, Published in 2008, 1:600 (1in=50ft) scale, Citizen Energy Group.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:600 (1in=50ft) scale, was produced all or in part from Other information as of 2008. Data by this publisher are...

  10. Water Pipelines, Major, Published in 2008, 1:7200 (1in=600ft) scale, White County Government.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:7200 (1in=600ft) scale, was produced all or in part from Other information as of 2008. Data by this publisher are...

  11. Water Pipelines, Major, watr_pipe, Published in 2007, 1:1200 (1in=100ft) scale, City of Greenfield.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:1200 (1in=100ft) scale, was produced all or in part from Hardcopy Maps information as of 2007. It is described as...

  12. Water Pipelines, Major, gps points, Published in 2009, 1:24000 (1in=2000ft) scale, Washington County.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:24000 (1in=2000ft) scale, was produced all or in part from Other information as of 2009. It is described as 'gps...

  13. Study on oil-water two-phase flow in horizontal pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Xu, Xiao-Xuan [Division of Oilfield Surface Engineering, Petroleum Exploration and Production Research Institute, SINOPEC, 31, Xue yuan Road, Haidian District, Beijing, 100083 (China)

    2007-10-15

    The simultaneous flow of oil and water in pipelines is a common occurrence in the petroleum industry. Water fractions in the output stream increase materially during the producing life of a well and many wells exist from which economic production can still persist with water volume fractions in the liquid phase in excess of 90%. The presence of water must be properly accounted for when designing and predicting the flow behavior in both wells and pipelines. This paper is aimed at giving a brief review on the research of oil-water pipe flows in the past decade. The contents are divided into three sections: (1) flow pattern identification and its transition; (2) phase inversion modeling; (3) pressure drop prediction. It is obvious that oil-water flow patterns, phase inversion prediction and pressure drop have played a great role in the design and running of oil-water flow systems. This paper critically reviews research achievement and presents the current trend in order to offer a guide in future research of the oil-water pipe flows. (author)

  14. The blind faith deep water horizontal pipeline tie-in project

    Energy Technology Data Exchange (ETDEWEB)

    Charalambides, John Nicos [Oceaneering International, Inc., Houston, TX (United States)

    2009-12-19

    This presentation will concentrate on the design challenges, experience and learning from the SIT and offshore installation of two deepwater pipeline tie-ins using first-of-its-kind subsea technology and installation methodologies on the 'Blind Faith' project. The Blind Faith Subsea Tie-Ins join the Blind Faith oil and gas pipelines with the Canyon Chief gas pipeline and the Mountaineer oil pipeline in 5100 feet of water. Both of the Blind Faith oil and gas pipelines are terminated with conventional PLEMs providing a horizontal connector for the tie-in and a vertical connector for a future tie-in connection point. The connectors are ROV operable/installable clamp style connectors. The method of joining to the Canyon Chief oil and gas pipelines and the type of jumper employed are unique to the tie-in. An ROV operable / installable mechanical pipe end connector connects the bare ends of the Canyon Chief and Mountaineer pipelines. The mechanical pipe end connector is fitted with an integral clamp connector hub and rests on an ROV installed mud mat. After installation of the mechanical connector, metrology was performed to create a neutral state horizontal jumper for joining the mechanical connector hub and the Blind Faith PLEM. The neutral state horizontal jumper is a compliant 'Z-Bend' design. During installation the jumper was elastically pre-deformed using a bowstring system. Pre-deformation of the jumper provided installation clearances and facilitated the neutral stress state after installation. Once landed the jumper bowstring was relaxed, allowing the jumper to expand to fit between the hubs. After expansion and make-up, the clamp connectors were tightened via an ROV operated hydraulic torque wrench. A seal test verified the integrity of the connections. After installation the jumper remains in a minimal residual stress state atypical of most horizontal jumpers. The horizontal jumper was chosen over the vertical jumper because it provides a

  15. Transient wave-blockage interaction and extended blockage detection in elastic water pipelines

    Science.gov (United States)

    Duan, H. F.; Lee, P. J.; Ghidaoui, M. S.; Tuck, J.

    2014-04-01

    Extended partial blockages are common in pressurized water pipelines and can result in the wastage of energy, the reduction in system carrying capacity and the increased potential for contamination. This paper investigates the transient wave-blockage interaction and its application to extended blockage detection in pipelines, where blockage-induced changes to the system resonant frequencies are observed. The frequency shifting is first inspected and explained in this study through wave perturbation analysis, providing a theoretical confirmation for the result that unlike discrete blockages, extended blockages cause resonant frequency shifts in the system. Furthermore, an analytical expression is derived for the relationship between the blockage properties and the resonant frequency shifts and is used to detect the blockages in this study. The obtained results are validated through both numerical applications and laboratory experiments, where the accuracy and efficiency of the developed method for extended blockage detection are tested.

  16. A Proposed Scalable Design and Simulation of Wireless Sensor Network-Based Long-Distance Water Pipeline Leakage Monitoring System

    Directory of Open Access Journals (Sweden)

    Abdulaziz S. Almazyad

    2014-02-01

    Full Text Available Anomalies such as leakage and bursts in water pipelines have severe consequences for the environment and the economy. To ensure the reliability of water pipelines, they must be monitored effectively. Wireless Sensor Networks (WSNs have emerged as an effective technology for monitoring critical infrastructure such as water, oil and gas pipelines. In this paper, we present a scalable design and simulation of a water pipeline leakage monitoring system using Radio Frequency IDentification (RFID and WSN technology. The proposed design targets long-distance aboveground water pipelines that have special considerations for maintenance, energy consumption and cost. The design is based on deploying a group of mobile wireless sensor nodes inside the pipeline and allowing them to work cooperatively according to a prescheduled order. Under this mechanism, only one node is active at a time, while the other nodes are sleeping. The node whose turn is next wakes up according to one of three wakeup techniques: location-based, time-based and interrupt-driven. In this paper, mathematical models are derived for each technique to estimate the corresponding energy consumption and memory size requirements. The proposed equations are analyzed and the results are validated using simulation.

  17. A proposed scalable design and simulation of wireless sensor network-based long-distance water pipeline leakage monitoring system.

    Science.gov (United States)

    Almazyad, Abdulaziz S; Seddiq, Yasser M; Alotaibi, Ahmed M; Al-Nasheri, Ahmed Y; BenSaleh, Mohammed S; Obeid, Abdulfattah M; Qasim, Syed Manzoor

    2014-02-20

    Anomalies such as leakage and bursts in water pipelines have severe consequences for the environment and the economy. To ensure the reliability of water pipelines, they must be monitored effectively. Wireless Sensor Networks (WSNs) have emerged as an effective technology for monitoring critical infrastructure such as water, oil and gas pipelines. In this paper, we present a scalable design and simulation of a water pipeline leakage monitoring system using Radio Frequency IDentification (RFID) and WSN technology. The proposed design targets long-distance aboveground water pipelines that have special considerations for maintenance, energy consumption and cost. The design is based on deploying a group of mobile wireless sensor nodes inside the pipeline and allowing them to work cooperatively according to a prescheduled order. Under this mechanism, only one node is active at a time, while the other nodes are sleeping. The node whose turn is next wakes up according to one of three wakeup techniques: location-based, time-based and interrupt-driven. In this paper, mathematical models are derived for each technique to estimate the corresponding energy consumption and memory size requirements. The proposed equations are analyzed and the results are validated using simulation.

  18. New test for oil soluble/water dispersible gas pipeline inhibitors

    Energy Technology Data Exchange (ETDEWEB)

    Stegmann, D.W.; Asperger, R.G.

    1987-01-01

    The wheel test provides good mixing of the condensate and water phases, the coupons are exposed to both phases. Therefore, the wheel test cannot distinguish between inhibitors that need continuous mixing of the these phases to maintain a water dispersion of the inhibitor and inhibitors that will self disperse into the water. This concept becomes important for pipelines in stratified flow where the water can settle out. In these cases with low turbulence, the inhibitor must self disperse into the water to be effective. The paper describes a test method to measure the effectiveness of an inhibitor and its ability to self disperse. The effectiveness of several inhibitors as predicted by the new test method is discussed relative to data from the wheel test and breaker tests. Field performance of these inhibitors in a gas gathering line, with liquids in stratified flow, are cities and compared with the results of the various laboratory tests.

  19. Water hammer in the pump-rising pipeline system with an air chamber

    Institute of Scientific and Technical Information of China (English)

    KIM Sang-Gyun; LEE Kye-Bock; KIM Kyung-Yup

    2014-01-01

    Water hammer following the tripping of pumps can lead to overpressure and negative pressure. Reduction in overpressure and negative pressure may be necessary to avoid failure, to improve the efficiency of operation and to avoid fatigue of system components. The field tests on the water hammer have been conducted on the pump rising pipeline system with an air chamber. The hydraulic transient was simulated using the method of characteristics. Minimizing the least squares problem representing the difference between the measured and predicted transient response in the system performs the calibration of the simulation program. Among the input variables used in the water hammer analysis, the polytropic exponent, the discharge coefficient and the wave speed were calibrated. The computer program developed in this study will be useful in designing the optimum parameters of an air chamber for the real pump pipeline system. The correct selection of air chamber size and the effect of the inner diameter of the orifice to minimize water hammer have been investigated by both field measurements and numerical modeling.

  20. Water Pipelines, Major, Included in water system layer above, Published in Not Provided, 1:600 (1in=50ft) scale, Town of Franklin.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:600 (1in=50ft) scale, was produced all or in part from Field Survey/GPS information as of Not Provided. It is...

  1. Water Pipelines, Major, washoe county water resources utility data, Published in 2007, 1:1200 (1in=100ft) scale, Washoe County.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:1200 (1in=100ft) scale, was produced all or in part from Field Survey/GPS information as of 2007. It is described...

  2. Water Pipelines, Major, City of Hutchinson Water polyline layer, Published in 2002, 1:600 (1in=50ft) scale, City of Hutchinson.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:600 (1in=50ft) scale, was produced all or in part from Hardcopy Maps information as of 2002. It is described as...

  3. Research on Pipeline Water Hammer%输油管道瞬变水击研究

    Institute of Scientific and Technical Information of China (English)

    孙昭洋

    2015-01-01

    Based on the reasons of generating the water hammer in the pipeline running, effects of the water hammer on the upstream and downstream flow were respectively analyzed from the aspects of wave supercharging and wave decompressing. Several measures to reduce water hammer pressure hazards were outlined, such as regulating valve protection, pressure protection system and enhancing the ability of automatic control system protection. So it is very important to take effective line pressure protection system for the safe operation of the pipeline.%针对输油管道瞬变水击产生的原因,从所产生的增压波和减压波分别对上下游流动的影响两方面分析了水击对输油管路带来的危害,并结合调节阀保护、压力保护系统与增强自动控制系统保护能力等简述了减小水击压力对管道危害的几种措施,得出采取有效的管路压力保护系统对输油管道安全运行具有重要意义。

  4. Determination of flow rates of oil, water and gas in pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Roach, G.J.; Watt, J.S.; Zastawny, H.W. [Commonwealth Scientific and Industrial Research Organisation (CSIRO), Lucas Heights, NSW (Australia). Div. of Mineral Physics

    1993-12-31

    This paper describes a multiphase flow meter developed by CSIRO for determining of the flow rates of oil, water and gas in high pressure pipelines, and the results of a trial of this flow meter on an offshore oil platform. Two gamma-ray transmission gauges are mounted about a pipeline carrying the full flow of oil, water and gas. The flow rates are determined by combining single energy gamma-ray transmission measurements which determine the mass per unit area of fluids in the gamma-ray beam as a function of time, dual energy gamma-ray transmission (DUET) which determine the approximate mass fraction of oil in the liquids, cross-correlation of gamma-ray transmission measurements, with one gauge upstream of the other, which determines flow velocity, pressure and temperature measurements, and knowledge of the specific gravities of oil and (salt) water, and solubility of the gas in the liquids, all as a function of pressure and temperature. 3 figs.

  5. Low-cost failure sensor design and development for water pipeline distribution systems.

    Science.gov (United States)

    Khan, K; Widdop, P D; Day, A J; Wood, A S; Mounce, S R; Machell, J

    2002-01-01

    This paper describes the design and development of a new sensor which is low cost to manufacture and install and is reliable in operation with sufficient accuracy, resolution and repeatability for use in newly developed systems for pipeline monitoring and leakage detection. To provide an appropriate signal, the concept of a "failure" sensor is introduced, in which the output is not necessarily proportional to the input, but is unmistakably affected when an unusual event occurs. The design of this failure sensor is based on the water opacity which can be indicative of an unusual event in a water distribution network. The laboratory work and field trials necessary to design and prove out this type of failure sensor are described here. It is concluded that a low-cost failure sensor of this type has good potential for use in a comprehensive water monitoring and management system based on Artificial Neural Networks (ANN).

  6. Corrosive Effect of Formation Water in Petroleum with High Contents of CO2 on Steel Pipelines

    Directory of Open Access Journals (Sweden)

    Alexander Cueli Corugedo

    2013-11-01

    Full Text Available The corrosion of the carbon steel pipelines of petroleum, is a serious problem, because big economic and material losses take place and in some cases damages to productive lands. The purpose of this work is to determine the aggressiveness of the formation water of the petroleum contaminated with CO2 (g, on the construction steel of the pipelines, keeping in mind the variations of temperature that happens during the course of petroleum. The Linear Polarization Resistance (LPR was used to determine the corrosion rate of the steel. It was demonstrated that the increase of the temperature and the saturation condition of CO2 in the formation water of the petroleum, increase the corrosion in the steel. The spectra of electrochemical noise results and the localization index calculated demonstrate the presence of corrosion located in the API 5L X - 52 steel surface. This result was complemented by the Optic Microscopy technique that allowed corroborating the poor adherence of the layers that were deposited on the metal and the appearance of located events increases in the environment that was investigated with the increment of the temperature and CO2 concentration.

  7. Contamination of medical gas and water pipelines in a new hospital building.

    Science.gov (United States)

    Eichhorn, J H; Bancroft, M L; Laasberg, L H; du Moulin, G C; Saubermann, A J

    1977-04-01

    Medical gases and water were sampled and tested for purity prior to the opening of a 176-bed addition to a 450-bed general hospital. Contamination was found. In delivered oxygen, compressed air, and nitrous oxide, this consisted of a volatile hydrocarbon at an initial concentration of 10 parts per million and a dust of fine gray particulate matter. In water from new taps bacterial contamination with as many 400,000 organisms per 100 ml was present. All these contaminants were considered potential hazards to patient safety. Studies were done to help delineate the nature and origin of these contaminants. Each contaminant was eventually largely eliminated by purging the respective pipeline systems with continuous flows. Planners, builders, and responsible medical personnel must be aware of the potential for such hazards in a new hospital building.

  8. Water quality regulation during construction of the trans-Alaska oil pipeline system

    Energy Technology Data Exchange (ETDEWEB)

    Zemansky, G.M.

    1983-01-01

    The trans-Alaska oil pipeline system (TAPS) was constructed by a consortium including some of the largest oil companies in the world. They had a strong economic incentive in rapid construction of the project, perceiving delay as equivalent to loss of large amounts of profit. State and federal governments had similarly compelling economic, political, and policy reasons to adopt this objective of the oil companies as their own. This dissertation is a retrospective assessment of water quality regulation during construction of the TAPS project (1974 through mid-1977). Its theoretical framework involves the degree to which regulatory redundancy (overlap) produced reliability in achieving compliance with water pollution control requirements. It was found during this research that noncompliance was widespread, frequent, and of a magnitude which was often large. The root cause of this unnecessary noncompliance was the overriding economic interest of the pipeline builders in rapid construction coupled with the failure of regulatory agencies to enforce. There was a greater appearance of regulatory redundancy than was actually the case. The same economic, political, and policy reasons that had led to TAPS project authorization and bureaucratic dynamics resulted in enforcement failure with regard to water pollution control requirements. Under a mandate to facilitate rapid construction, the regulatory agencies demonstrated an inability to accomplish any other objective at the same time. Common-mode failure largely defeated the beneficial potential of what limited regulatory redundancy there was. Additionally, meaningful public participation was prevented by lack of resources, lack of procedural opportunity, and resistance to it from industry and government. The dissertation is concluded with recommendations for improving regulatory performance through strengthened redundancy mechanisms.

  9. Hydroxyl carboxylate based non-phosphorus corrosion inhibition process for reclaimed water pipeline and downstream recirculating cooling water system.

    Science.gov (United States)

    Wang, Jun; Wang, Dong; Hou, Deyin

    2016-01-01

    A combined process was developed to inhibit the corrosion both in the pipeline of reclaimed water supplies (PRWS) and in downstream recirculating cooling water systems (RCWS) using the reclaimed water as makeup. Hydroxyl carboxylate-based corrosion inhibitors (e.g., gluconate, citrate, tartrate) and zinc sulfate heptahydrate, which provided Zn(2+) as a synergistic corrosion inhibition additive, were added prior to the PRWS when the phosphate (which could be utilized as a corrosion inhibitor) content in the reclaimed water was below 1.7 mg/L, and no additional corrosion inhibitors were required for the downstream RCWS. Satisfactory corrosion inhibition was achieved even if the RCWS was operated under the condition of high numbers of concentration cycles. The corrosion inhibition requirement was also met by the appropriate combination of PO4(3-) and Zn(2+) when the phosphate content in the reclaimed water was more than 1.7 mg/L. The process integrated not only water reclamation and reuse, and the operation of a highly concentrated RCWS, but also the comprehensive utilization of phosphate in reclaimed water and the application of non-phosphorus corrosion inhibitors. The proposed process reduced the operating cost of the PRWS and the RCWS, and lowered the environmental hazard caused by the excessive discharge of phosphate. Furthermore, larger amounts of water resources could be conserved as a result.

  10. 76 FR 5580 - Eagle Crest Energy Company; Notice of Applicant-Proposed Water Pipeline Route for the Proposed...

    Science.gov (United States)

    2011-02-01

    ... Energy Regulatory Commission Eagle Crest Energy Company; Notice of Applicant-Proposed Water Pipeline Route for the Proposed Eagle Mountain Pumped Storage Hydroelectric Project and Notice of Public Meetings January 21, 2011. On June 22, 2009, Eagle Crest Energy Company (Eagle Crest or applicant) filed...

  11. Energy Harvesting from Fluid Flow in Water Pipelines for Smart Metering Applications

    Science.gov (United States)

    Hoffmann, D.; Willmann, A.; Göpfert, R.; Becker, P.; Folkmer, B.; Manoli, Y.

    2013-12-01

    In this paper a rotational, radial-flux energy harvester incorporating a three-phase generation principle is presented for converting energy from water flow in domestic water pipelines. The energy harvester together with a power management circuit and energy storage is used to power a smart metering system installed underground making it independent from external power supplies or depleting batteries. The design of the radial-flux energy harvester is adapted to the housing of a conventional mechanical water flow meter enabling the use of standard components such as housing and impeller. The energy harvester is able to generate up to 720 mW when using a flow rate of 20 l/min (fully opened water tab). A minimum flow rate of 3 l/min is required to get the harvester started. In this case a power output of 2 mW is achievable. By further design optimization of the mechanical structure including the impeller and magnetic circuit the threshold flow rate can be further reduced.

  12. Application of SVM and ELM Methods to Predict Location and Magnitude Leakage of Pipelines on Water Distribution Network

    Directory of Open Access Journals (Sweden)

    A.Ejah Umraeni Salam

    2015-06-01

    Full Text Available In this research, the system of leakage of pipelines detection will be done by a computerized technique by using analysis of pressure monitoring as a determinant of presence of pipeline leaks in the water distribution network. The pressure data obtained from EPANET software, namely a modeling in a hydraulic system. This study uses two methods, artificial intelligence, namely Support Vector Machine (SVM and Extreme Learning Machine (ELM which the results can be compared in order to predict the magnitude and location of leakage. Overall, both of these methods can be used to predict the magnitude and location of leakage. The accuracy of predictions for the magnitude and location of leakage of these methods is based on the value of NRMSE. In this case the results obtained by using the method of ELM are more accurate compared than the method of SVM of the entire pipeline systems.

  13. Effect of sodium bisulfite injection on the microbial community composition in a brackish-water-transporting pipeline.

    Science.gov (United States)

    Park, Hyung Soo; Chatterjee, Indranil; Dong, Xiaoli; Wang, Sheng-Hung; Sensen, Christoph W; Caffrey, Sean M; Jack, Thomas R; Boivin, Joe; Voordouw, Gerrit

    2011-10-01

    Pipelines transporting brackish subsurface water, used in the production of bitumen by steam-assisted gravity drainage, are subject to frequent corrosion failures despite the addition of the oxygen scavenger sodium bisulfite (SBS). Pyrosequencing of 16S rRNA genes was used to determine the microbial community composition for planktonic samples of transported water and for sessile samples of pipe-associated solids (PAS) scraped from pipeline cutouts representing corrosion failures. These were obtained from upstream (PAS-616P) and downstream (PAS-821TP and PAS-821LP, collected under rapid-flow and stagnant conditions, respectively) of the SBS injection point. Most transported water samples had a large fraction (1.8% to 97% of pyrosequencing reads) of Pseudomonas not found in sessile pipe samples. The sessile population of PAS-616P had methanogens (Methanobacteriaceae) as the main (56%) community component, whereas Deltaproteobacteria of the genera Desulfomicrobium and Desulfocapsa were not detected. In contrast, PAS-821TP and PAS-821LP had lower fractions (41% and 0.6%) of Methanobacteriaceae archaea but increased fractions of sulfate-reducing Desulfomicrobium (18% and 48%) and of bisulfite-disproportionating Desulfocapsa (35% and 22%) bacteria. Hence, SBS injection strongly changed the sessile microbial community populations. X-ray diffraction analysis of pipeline scale indicated that iron carbonate was present both upstream and downstream, whereas iron sulfide and sulfur were found only downstream of the SBS injection point, suggesting a contribution of the bisulfite-disproportionating and sulfate-reducing bacteria in the scale to iron corrosion. Incubation of iron coupons with pipeline waters indicated iron corrosion coupled to the formation of methane. Hence, both methanogenic and sulfidogenic microbial communities contributed to corrosion of pipelines transporting these brackish waters.

  14. Influence of entrapped air pockets on hydraulic transients in water pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Zhou, Ling [Hohai University, China; Liu, Prof. Deyou [Hohai University, China; Karney, Professor Byran W. [University of Toronto; Zhang, Qin Fen [ORNL

    2011-01-01

    The pressure variations associated with a filling undulating pipeline containing an entrapped air pocket are investigated both experimentally and numerically. The influence of entrapped air on abnormal transient pressures is often ambiguous since the compressibility of the air pocket permits the liquid flow to accelerate but also partly cushions the system, with the balance of these tendencies being associated with the initial void fraction of the air pocket. Earlier experimental research involved systems with an initial void fraction greater than 5.8%; this paper focuses on initial void fractions ranging from 0% to 10%, in order to more completely characterize the transient response. Experimental results show that the maximum pressure increases and then decreases as the initial void fraction decreases. A simplified model is developed by neglecting the liquid inertia and energy loss of a short water column near the air-water interface. Comparisons of the calculated and observed results show the model is able to accurately predict peak pressures as a function of void fraction and filling conditions. Rigid water column models, however, perform poorly with small void fractions.

  15. 管道水击压力的影响因素%Influence factors of water hammer pressure in pipeline

    Institute of Scientific and Technical Information of China (English)

    张艳玲

    2015-01-01

    本文综合分析了流速变化和阀门的不同关闭特性对管道水击压力的影响,从而为水击防护措施提供了一定的理论依据。%This paper reviews the influence of flow-rate change and valve closing characteristics on water hammer pressure in pipeline to provide a theoretical basis for water hammer protection.

  16. Corrosion rate of API 5L Gr. X60 multipurpose steel pipeline under combined effect of water and crude oil

    Science.gov (United States)

    Miao, Jian; Wang, Qiang

    2016-09-01

    Multipurpose pipeline is often seriously corroded during its service life, and the phenomenon is more prominent once the transportation medium is changed. Electrochemical polarization curves and impedance spectroscopy of the API 5L Gr. X60 steel pipeline's corrosion process in sedimentary water with different ion types and their concentrations have been studied in this work. The results showed that the corrosion rates were found to be 0.00418 and 0.00232 mm/a for pure water and crude oil, respectively. However, for the mixtures of water and crude oil (with water content increased from 0.2 vol% to 10 vol%), the corrosion rate increased consistently and reached a maximum value of 0.15557 mm/a for 10 vol% water in crude oil. The effect of the concentration of various ions, namely, chloride, bicarbonate and sulfate in (oil/water) mixtures on the corrosion rate was characterized by weight-loss method. The results showed that with increasing the ions' concentrations, the corresponding exchange current density increased significantly. The results were further supported by the observations of corrosion morphology using scanning electron microscopy and are helpful in devising guidelines which would help in reducing corrosion in multipurpose transport pipelines involving a change of transported medium during their service life.

  17. Decontamination of a drinking water pipeline system contaminated with adenovirus and Escherichia coli utilizing peracetic acid and chlorine.

    Science.gov (United States)

    Kauppinen, Ari; Ikonen, Jenni; Pursiainen, Anna; Pitkänen, Tarja; Miettinen, Ilkka T

    2012-09-01

    A contaminated drinking water distribution network can be responsible for major outbreaks of infections. In this study, two chemical decontaminants, peracetic acid (PAA) and chlorine, were used to test how a laboratory-scale pipeline system can be cleaned after simultaneous contamination with human adenovirus 40 (AdV40) and Escherichia coli. In addition, the effect of the decontaminants on biofilms was followed as heterotrophic plate counts (HPC) and total cell counts (TCC). Real-time quantitative polymerase chain reaction (qPCR) was used to determine AdV40 and plate counting was used to enumerate E. coli. PAA and chlorine proved to be effective decontaminants since they decreased the levels of AdV40 and E. coli to below method detection limits in both water and biofilms. However, without decontamination, AdV40 remained present in the pipelines for up to 4 days. In contrast, the concentration of cultivable E. coli decreased rapidly in the control pipelines, implying that E. coli may be an inadequate indicator for the presence of viral pathogens. Biofilms responded to the decontaminants by decreased HPCs while TCC remained stable. This indicates that the mechanism of pipeline decontamination by chlorine and PAA is inactivation rather than physical removal of microbes.

  18. Biofilm in water pipelines; a potential source for off-flavours in the drinking water.

    Science.gov (United States)

    Skjevrak, I; Lund, V; Ormerod, K; Due, A; Herikstad, H

    2004-01-01

    Volatile organic compounds (VOC) are identified in natural biofilm established in plastic pipes used at the drinking water supply. Odour potent VOCs such as ectocarpene, dictyopterene A and C', geosmin, beta-ionone, 6-methyl-5-hepten-2-one, menthol and menthone were prominent compounds in biofilm in the distribution network and at raw water test sites, and are associated with algae and cyanobacteria present in the raw water source.

  19. Pipeline engineering

    CERN Document Server

    Liu, Henry

    2003-01-01

    PART I: PIPE FLOWSINTRODUCTIONDefinition and Scope Brief History of PipelinesExisting Major PipelinesImportance of PipelinesFreight (Solids) Transport by PipelinesTypes of PipelinesComponents of PipelinesAdvantages of PipelinesReferencesSINGLE-PHASE INCOMPRESSIBLE NEWTONIAN FLUIDIntroductionFlow RegimesLocal Mean Velocity and Its Distribution (Velocity Profile)Flow Equations for One-Dimensional AnalysisHydraulic and Energy Grade LinesCavitation in Pipeline SystemsPipe in Series and ParallelInterconnected ReservoirsPipe NetworkUnsteady Flow in PipeSINGLE-PHASE COMPRESSIBLE FLOW IN PIPEFlow Ana

  20. New criteria for the standardization of the pressure water pipelines; Nuevos criterios para la clasificacion de las conducciones a presion

    Energy Technology Data Exchange (ETDEWEB)

    Balairon Perez, L.

    2005-07-01

    This paper deals the main conclusions of the thesis New criteria for the standardization of the pressure water pipelines delivered by Mr. Luis Balairon Perez in April 2005 at the Madrid Politechnical University in which a new guidelines are proposed for improving the actual technical standardization in the field of pipes. The complete thesis will be published this year at the official Spanish Ministry of Fomento Editorial Programme as a Cedex monograph. (Author)

  1. Water Pipelines, Major, Water Supply Lines; watlines; Public water supply pipelines data set as based on road centerlines for Rhode Island. Coverage and details of waterlines is not considered complete in many areas due to limited information, Published in 2002, 1:24000 (1in=2000ft) scale, State of Rhode Island and Providence Plantations.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:24000 (1in=2000ft) scale, was produced all or in part from Hardcopy Maps information as of 2002. It is described...

  2. Water Pipelines, Major, Published in 2004, 1:63360 (1in=1mile) scale, City of Americus & Sumter County, GA GIS.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:63360 (1in=1mile) scale, was produced all or in part from Hardcopy Maps information as of 2004. Data by this...

  3. Water Pipelines, Major, created as a Functional Attribute query from GeoMedia, Published in 1987, 1:1200 (1in=100ft) scale, City of Fort Wayne.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:1200 (1in=100ft) scale, was produced all or in part from Hardcopy Maps information as of 1987. It is described as...

  4. Blocking of Snow/Water Slurry Flow in Pipeline Caused by Compression-Strengthening of Snow Column

    Directory of Open Access Journals (Sweden)

    Masataka Shirakashi

    2014-01-01

    Full Text Available In earlier works by the present authors, two systems for sustainable energy were proposed: (i a system for urban snow removal in winter and storage for air conditioning in summer, applied to Nagaoka City, which suffers heavy snow fall every winter, and (ii a district cooling system utilizing latent heat of ice to reduce the size of storage reservoir and transportation pipeline system. In these systems, the hydraulic conveying of snow or ice through pump-and-pipeline is the key technique to be developed, since characteristics of snow (ice/ water slurry is largely different from those of conventional non-cohesive solid particle slurries. In this study, the blocking of pipeline of snow/water slurry is investigated experimentally. While the blocking of conventional slurry occurs due to deposition of heavy particles at low flow velocity or arching of large rigid particles, that of snow/water slurry is caused by a compressed plug of snow formed due to cohesive nature of snow particles. This is because the strength of snow plug formed at a high resistance piping element, such as an orifice, becomes higher when the compression velocity is lower, resulting in a solid-like plug filling the whole channel upstream the element.

  5. Pipelines. Economy's veins; Pipelines. Adern der Wirtschaft

    Energy Technology Data Exchange (ETDEWEB)

    Feizlmayr, Adolf; Goestl, Stefan [ILF Beratende Ingenieure, Muenchen (Germany)

    2011-02-15

    According to the existing prognoses more than 1 million km of gas pipelines, oil pipelines and water pipelines are built up to the year 2030. The predominant portion is from gas pipelines. The safe continued utilization of the aging pipelines is a large challenge. In addition, the diagnostic technology, the evaluation and risk assessment have to be developed further. With the design of new oil pipelines and gas pipelines, aspects of environmental protection, the energy efficiency of transport and thus the emission reduction of carbon dioxide, the public acceptance and the market strategy of the exporters gain in importance. With the offshore pipelines one soon will exceed the present border of 2,000 m depth of water and penetrate into larger sea depths.

  6. Discussion on applying an analytical method to optimize the anti-freeze design parameters for underground water pipelines in seasonally frozen areas

    Institute of Scientific and Technical Information of China (English)

    Ji Chen; JingYi Zhao; Kun Li; Yu Sheng

    2016-01-01

    Adopting the quasi-three-dimensional (Quasi-3D) numerical method to optimize the anti-freeze design parameters of an underground pipeline usually involves heavy numerical calculations. Here, the fitting formulae between the safe con-veyance distance (SCD) of a water pipeline and six influencing factors are established based on the lowest water temper-ature (LWT) along the pipeline axis direction. With reference to the current widely used anti-freeze design approaches for underground pipelines in seasonally frozen areas, this paper first analyzes the feasibility of applying the maximum frozen penetration (MFP) instead of the mean annual ground surface temperature (MAGST) and soil water content (SWC) to calculate the SCD. The results show that the SCD depends on the buried depth if the MFP is fixed and the variation of the MAGST and SWC combination does not significantly change the SCD. A comprehensive formula for the SCD is estab-lished based on the relationships between the SCD and several primary influencing factors and the interaction among them. This formula involves five easy-to-access parameters:the MFP, buried depth, pipeline diameter, flow velocity, and inlet water temperature. A comparison between the analytical method and the numerical results based on the Quasi-3D method indicates that the two methods are in good agreement overall. The analytic method can be used to optimize the anti-freeze design parameters of underground water pipelines in seasonally frozen areas under the condition of a 1.5 safety coefficient.

  7. Breeding location for bacteria and germs. Unused or hardly used drinking water pipelines; Brutstaette fuer Bakterien und Keime. Wenig oder nicht benutzte Trinkwasserleitungen

    Energy Technology Data Exchange (ETDEWEB)

    Schroeter, A.; Hefti, U. [Geberit, Jona (Germany)

    2007-03-15

    Devices in drinking water installations often continue to be maintained insufficiently and pipeline sections are hardly used or not used at all resulting in a stagnation of the water. The following contribution describes the effects on the house-internal drinking water hygiene. (orig.)

  8. Development of Flow and Heat Transfer During Filling a Pipeline with Water at the Pipe Wall Temperature Below the Freezing Point

    Science.gov (United States)

    Kitanin, É. L.; Smirnov, Yu. A.; Lebedev, M. E.

    2016-07-01

    The paper presents the technique of computing flow and heat transfer of water in a pipeline whose initial temperature is lower than the freezing point of water. A feature of the method is the possibility of calculating the process from the moment of pouring water into a pipe on the inner surface of whose wall a layer of ice is being formed. The system of equations describing the process involves nonstationary energy equations for the water flow, ice layer, and for the pipe wall. It is solved for each section of the pipeline passed by water in a small time interval in the process of filling the pipe and further flow. The Beginning computer program has been created and implemented in the Visual Basic language for numerical analysis of the process. The calculations made with the aid of this program allow one to estimate the possibility of appearance of an ice plug in the pipeline at the given temperature, water flow rate, pipeline diameter, and conditions of external heat transfer of water flow in the pipeline.

  9. Development of systems for detection, early warning, and control of pipeline leakage in drinking water distribution: A case study

    Institute of Scientific and Technical Information of China (English)

    Weifeng Li; Wencui Ling; Suoxiang Liu; Jing Zhao; Ruiping Liu; Qiuwen Chen; Zhimin Qiang; Jiuhui Qu

    2011-01-01

    Water leakage in drinking water distribution systems is a serious problem for many cities and a huge challenge for water utilities.An integrated system for the detection,early warning,and control of pipeline leakage has been developed and successfully used to manage the pipeline networks in selected areas of Beijing.A method based on the geographic information system has been proposed to quickly and automatically optimize the layout of the instruments which detect leaks.Methods are also proposed to estimate the probability of each pipe segment leaking (on the basis of historic leakage data),and to assist in locating the leakage points (based on leakage signals).The district metering area (DMA) strategy is used.Guidelines and a flowchart for establishing a DMA to manage the large-scale looped networks in Beijing are proposed.These different functions have been implemented into a central software system to simplify the day-to-day use of the system.In 2007 the system detected 102 non-obvious leakages (i.e.,14.2% of the total detected in Beijing) in the selected areas,which was estimated to save a total volume of 2,385,000 m3 of water.These results indicate the feasibility,efficiency and wider applicability of this system.

  10. Exchange Flow of Oil and Sea-Water in a Ruptured Submarine Pipeline

    NARCIS (Netherlands)

    Kranenburg, C.

    1983-01-01

    The rupture of a submarine oil pipeline starts var10US mechanisms leading to an oil spill. Among these mechanisms the leakage of oil driven by the difference in specific gravities of oil and seawater is difficult to quantify. A simple mathematical model has been developed and laboratory experiments

  11. Damage prediction of gas- and water pipelines; Schadensprognose von Gas- und Wasserrohrleitungen

    Energy Technology Data Exchange (ETDEWEB)

    Mueller-Syring, G.; Huettenrauch, J. [DBI Gas- und Umwelttechnik GmbH, Leipzig (Germany)

    2008-02-15

    Long-term modernisation strategies for pipeline grids rely to a large extent on damage forecasts. The contribution describes basic aspects of damage analysis and forecasting and discusses methodological problems in the application of statistical methods for a state-oriented maintenance. (GL)

  12. Exchange Flow of Oil and Sea-Water in a Ruptured Submarine Pipeline

    NARCIS (Netherlands)

    Kranenburg, C.

    1983-01-01

    The rupture of a submarine oil pipeline starts var10US mechanisms leading to an oil spill. Among these mechanisms the leakage of oil driven by the difference in specific gravities of oil and seawater is difficult to quantify. A simple mathematical model has been developed and laboratory experiments

  13. Nearshore Pipeline Installation Methods.

    Science.gov (United States)

    1981-08-01

    179. 5. Aldridge, R. G., and Bomba , J. G., "Deep Water Pipelines - Interdependence of Design and Construction", ASCE Paper. 6. American Society Civil...October 13, 1967. 24. Bomba , J. G. and Seeds, K. J., "Pipelining in 600 feet of water .... A Case Study of Washington Natural Gas Company’s Puget Sound...Crossing", Offshore Technology Conference, paper OTC 1188, 1970. 25. Bomba , J., "Submarine Pipe Construction Methods", Petroleum Engineer, Vol. 32

  14. Discussion on Outdoor Water Supply Pipeline Engineering%室外给水管道工程设计刍议

    Institute of Scientific and Technical Information of China (English)

    梁影林

    2011-01-01

    室外给水管道工程在设计时应从技术可行性、经济合理性和节能性等方面进行综合考虑,要依据室外给水设计规范、小区给水规范、施工消防规范、给排水设计手册等相关规范和手册,结合实际情况综合设计.%Outdoor water pipeline project should be designed from a technical feasibility, economic rationality and other aspects of energy efficiency into account, based on outdoor water supply engineering, residential water supply specifications, construction fire codes, water supply and drainage design manual and other related specifications and manuals, and take integrated design with the actual situation.

  15. Pipeline maintenance, evaluation and inspection in water crossing: OSBRA case in Paranaiba River; Inspecao, avaliacao e manutencao de oleoduto em travessia: caso OSBRA (Oleoduto Sao Paulo-Brasilia) no Rio Paranaiba

    Energy Technology Data Exchange (ETDEWEB)

    Castro, Newton Camelo de; Spagnolo, Rodrigo Alves; Vieira Paulo de Tarso [TRANSPETRO - PETROBRAS Transportes, Rio de Janeiro, RJ (Brazil)

    2005-07-01

    Attempting to pipeline integrity proceeding of PETROBRAS, the OSBRA (Sao Paulo-Brasilia Pipeline) Management promoted field inspections by divers at Paranaiba River water crossing, located at your right-of-way pipeline. These services were composed by topography, visual inspections and local screened of the pipeline, determining the equipment layout at that water crossing. At Paranaiba River, the pipeline is seated above the river bed. The results indicated high spans in the pipeline structure. Considering this configuration, were made water speed and vibration measurements near the equipment. The activities were executed in order to assist the structural analysis of the pipeline. These studies had concluded to a temporary solution, which consisted in reducing loads and building additional supports. (author)

  16. Ultra-sonic PIG inspection in crude oil pipeline on deep waters; Inspecao com PIG ultra-sonico em oleodutos de aguas profundas

    Energy Technology Data Exchange (ETDEWEB)

    Franzoi, Aldo Renato; Melo, Francimario da Silva Vieira; Bueno, Sergio Ibaje Oliveira; Morais, Ricardo Pereira de [PETROBRAS, Rio de Janeiro, RJ (Brazil)

    2005-07-01

    Nowadays, Marlin field is one of the biggest oil production fields in Campos Basin. This field is compound by platforms that produce, storage and export natural gas and crude oil through sub sea pipelines. The pipeline integrity must be assured for operation continuity and safety of the people and environment. The use of smart pigs is a technique applied to verify corrosion and wall thickness loss in PETROBRAS' sub sea pipelines. The crude oil pipelines inspection from a platform to a FPSO was a big challenge due to the high wall thickness, high export temperature, high BSW (Basic Sediments and Water) and wax. This paper presents solutions for the success of this inspection using smart pigs (author)

  17. Water Pipelines, Major, wMains - major water lines are complete. subdivision lines are still being entered, Published in 2010, 1:2400 (1in=200ft) scale, Effingham County Board Of Commissioners.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:2400 (1in=200ft) scale, was produced all or in part from Hardcopy Maps information as of 2010. It is described as...

  18. 壳牌煤气化装置氧气管道和渣水管道布置设计的优化%Optimizing for Arrangement Design of Shell Coal Gasification Plant Oxygen Gas Pipeline and Slag Water Pipeline

    Institute of Scientific and Technical Information of China (English)

    胡庆丽; 唐亮

    2014-01-01

    介绍了壳牌煤气化装置工艺中氧气系统和渣水系统的工艺流程;简述了其管道布置的优化方案。结果表明:①氧气管线布置方案可降低着火风险,旁路和放空管线的设置可最大限度地减少气流旋涡的产生,保证了氧气系统安全稳定运行;②渣水管线布置方案在满足工艺要求的前提下,最大程度地缩短了管路长度,减少了阀门数量,降低了装置投资成本。%Author has introduced the process flows for oxygen gas system and slag water system in Shell coal gasification plant;has briefly described the optimal scheme of its pipeline arrangement.Result indicates:①Arrangement scheme of oxygen gas pipeline can reduce the firing risk,arrangement of bypass and venting pipeline can furthest reduce formation of gas stream vortex ,and it has guaranteed safe and stable operation of oxygen gas system ;②Arrangement scheme of slag water pipeline can maximally shorten pipeline length ,reduce valve quantity and lower investment cost of plant under precondi-tion of satisfying process requirement.

  19. 电厂锅炉给水管道晃动问题分析及解决%Boiler feed water pipeline shaking problem analysis and solution

    Institute of Scientific and Technical Information of China (English)

    吴辉

    2012-01-01

    This paper analyse the shaking of boiler feed water pipeline during the power plant start ,and found that is a water hammer phenOmenon.Through some specific countermeasures,and ultimately solve the problem of pipeline shaking.%本文对电厂机组启动期间锅炉给水管道晃动问题进行了分析研究,发现上述问题是水锤现象。通过多项具体的对应措施,最终解决了管道晃动问题。

  20. 多层建筑输水管道动态特性的研究%Study on Dynamic Characteristics of Water Pipeline of Multi-storey Buildings

    Institute of Scientific and Technical Information of China (English)

    刘敏; 陈贺

    2014-01-01

    研究多层建筑输水管液体轴向流速对管道横向振动的影响。仿真得到输水管道一阶、二阶频率与管道长度及流速的关系曲面。%This paper studies the effect of axial velocity on multi-storey buildings water pipeline lateral vibration. Relationship curve surfaces of the water pipeline first order, two order frequency on the length and the flow velocity have been calculated.

  1. Leadership Pipeline

    DEFF Research Database (Denmark)

    Elmholdt, Claus Westergård

    2012-01-01

    Artiklen analyserer grundlaget for Leadership Pipeline modellen med henblik på en vurdering af substansen bag modellen, og perspektiverne for generalisering af modellen til en dansk organisatorisk kontekst.......Artiklen analyserer grundlaget for Leadership Pipeline modellen med henblik på en vurdering af substansen bag modellen, og perspektiverne for generalisering af modellen til en dansk organisatorisk kontekst....

  2. Effect of impurities on the corrosion behavior of CO2 transmission pipeline steel in supercritical CO2-water environments.

    Science.gov (United States)

    Choi, Yoon-Seok; Nesic, Srdjan; Young, David

    2010-12-01

    The corrosion property of carbon steel was evaluated using an autoclave under CO(2)-saturated water phase and water-saturated CO(2) phase with impurities (O(2) and SO(2)) at 80 bar CO(2) and 50 °C to simulate the condition of CO(2) transmission pipeline in the carbon capture and storage (CCS) applications. The results showed that the corrosion rate of carbon steel in CO(2)-saturated water was very high and it increased with adding O(2) in the system due to the inhibition effect of O(2) on the formation of protective FeCO(3). It is noteworthy that corrosion took place in the water-saturated CO(2) phase under supercritical condition when no free water is present. The addition of O(2) increased the corrosion rates of carbon steel in water-saturated CO(2) phase. The addition of 0.8 bar SO(2) (1%) in the gas phase dramatically increased the corrosion rate of carbon steel from 0.38 to 5.6 mm/y. This then increased to more than 7 mm/y with addition of both O(2) and SO(2). SO(2) can promote the formation of iron sulfite hydrate (FeSO(3)·3H(2)O) on the steel surface which is less protective than iron carbonate (FeCO(3)), and it is further oxidized to become FeSO(4) and FeOOH when O(2) is present with SO(2) in the CO(2)-rich phase. The corrosion rates of 13Cr steel were very low compared with carbon steel in CO(2)-saturated water environments with O(2), whereas it was as high as carbon steel in a water-saturated CO(2) phase with O(2) and SO(2).

  3. Experimental study of oil-water with paraffin precipitation in submarine pipelines; Estudo experimental do escoamento oleo-agua com precipitacao de parafinas em dutos submarinos

    Energy Technology Data Exchange (ETDEWEB)

    Bordalo, Sergio N.; Oliveira, Rafael de Castro [Universidade Estadual de Campinas (FEM/UNICAMP), SP (Brazil). Faculdade de Engenharia Mecanica. Dept. de Engenharia de Petroleo], e-mail: bordalo@dep.fem.unicamp.br, e-mail: rafael@dep.fem.unicamp.br

    2006-07-01

    The deposition of paraffins in submarine pipelines poses a serious problem for the offshore petroleum production. Paraffins precipitate off oily solutions due to a temperature decrease according to the phase equilibrium conditions of the liquid-solid system. After some time, the continuous precipitation leads to deposits in the internal walls of the pipe, clogging the lines and promoting an increase in the head loss of the flow. Consequently, there is an increase in the pressure gradient required to maintain the flow, and the flow rate is reduced. A complete obstruction of the pipeline may occur. In the present work, this phenomenon was studied in a simulation of the subsea operational conditions, where the oil pipelines laying on the seabed are subjected to low temperatures, just a little above the freezing point of water. The pipeline behaves as a heat exchanger and the hot oil from the underground reservoir emerging from the wellhead is effectively cooled down to the point where paraffin precipitation occurs somewhere along the line. An experimental apparatus was built for a 25.4 mm (1 in) diameter pipe-flow model with 13 m of length, submerged in a chilling bath of near frozen water. Stream wise pressure and temperature gradients were measured, in order to evaluate the differences in the behavior of paraffin deposition between one-phase oil flow and two-phase oil-water flow. (author)

  4. Design of reclaimed water pipeline for Maoming city%茂名市再生水管道系统设计研究

    Institute of Scientific and Technical Information of China (English)

    李霞; 文辉; 廖艳

    2012-01-01

    In view of the quality and quantity differences between the reclaimed water and the water in urban water supply system, the pipeline design for the engineering in which the effluent water from No.l wastewater treatment plant of Maoming city was taken as the source of the reclaimed water was analyzed in detail, which includes: alignment of reclaimed water pipeline, material selection of the pipeline, determination of pipe diameter and pressure-boosting facilities and so on. The analysis results may provide references for the works promoting reclaimed water utilization and ensuring sustainable development of industrial cities' economy.%针对再生水水质和水源等与城市给水的不同,详细分析了茂名市第一污水厂出水作为再生水水源的管道工程设计,包括再生水输水管道定线、管材的选择、管径及增压设施的确定等,为推动再生水的应用和保障工业城市经济可持续发展提供参考.

  5. The spatial distribution of pollutants in pipe-scale of large-diameter pipelines in a drinking water distribution system.

    Science.gov (United States)

    Liu, Jingqing; Chen, Huanyu; Yao, Lingdan; Wei, Zongyuan; Lou, Liping; Shan, Yonggui; Endalkachew, Sahle-Demessie; Mallikarjuna, Nadagouda; Hu, Baolan; Zhou, Xiaoyan

    2016-11-05

    In large-diameter drinking water pipelines, spatial differences in hydraulic and physiochemical conditions may also result in spatial variations in pipe corrosion, biofilm growth and pollutant accumulation. In this article, the spatial distributions of various metals and organic contaminants in two 19-year-old grey cast iron pipes which had an internal diameter of 600mm (DN600), were investigated and analyzed by Atomic Absorption Spectrometry, Gas Chromatography-Mass Spectrometry, Energy Dispersive Spectrometer, X-ray Diffraction, etc. The spatial distribution of heavy metals varied significantly across the pipe section, and iron, manganese, lead, copper, and chromium were highest in concentration in the upper portion pipe-scales. However, the highest aluminum and zinc content was detected in the lower portion pipe-scales. Apart from some common types of hydrocarbons formed by microbial metabolites, there were also some microalgae metabolites and exogenous contaminants accumulated in pipe-scale, which also exhibited high diversity between different spatial locations. The spatial distributions of the physical and chemical properties of pipe-scale and contaminants were quite different in large-diameter pipes. The finding put forward higher requirements on the research method about drinking water distribution system chemical safety. And the scientific community need understand trend and dynamics of drinking water pipe systems better.

  6. Transportation of coal by pipeline

    Energy Technology Data Exchange (ETDEWEB)

    Round, G.F.

    1982-01-01

    Discusses Canada's coal resources, technology of long distance coal slurry pipelines, existing and planned coal slurry pipelines, their economics, liquid carbon dioxide, methanol and crude oil instead of water as carrier fluid, and coal slurry research in Canada.

  7. 一种新型埋地输水管线腐蚀监测专家系统的开发%The Development of a New Underground Water Pipeline Corrosion Monitoring System

    Institute of Scientific and Technical Information of China (English)

    李威力; 玄晓阳; 王亚平

    2015-01-01

    本文主要讲述了一种新型的用于长距离输水管线的在线腐蚀监测专家系统的开发,该系统可以在线监测输水管线的腐蚀状况并且可以对输水管线的阴极保护寿命进行评价。%The article expresses the development of a new long distance underground water pipeline corrosion monitoring system, this system can monitor the corrosion condition of water pipeline and evaluate the life of water pipeline cathodic protect system.

  8. Bio-corrosion of water pipeline by sulphate-reducing bacteria in a ...

    African Journals Online (AJOL)

    esiri

    2013-11-13

    Nov 13, 2013 ... African Journal of Biotechnology. Full Length ... of heavy metals. Mining and industrial drainage con- ... and sulphate-rich waste water, reducing sulphate to sulphide to ..... European Federation of Corrosion (15), Portugal.

  9. The Application of the CORS in Urban Water Pipeline Positioning%CORS 在城市供水管线定位中的应用

    Institute of Scientific and Technical Information of China (English)

    刘荣强; 陈彬

    2013-01-01

    供水管线系统是否完善是衡量城市规划是否合理的重要指标,其中设施的定位至关重要,将直接影响到整个管线系统的质量及维护更新和事故排查的效率。针对供水管线分布密度高、更新速度快、类型复杂等特点,CORS是一种实用有效的测量定位方法。本文研究CORS在城市供水管线测量定位中的应用,结合武汉市管线设施竣工测量的案例,用多项指标验证了成果的精度及该方法的可行性,并结合其他定位方法分析,为供水管线设施的定位提供参考意见。%Whether the water pipeline system is perfect or not is an important indicator of whether a urban planning is reasonable or not ,and the plumbing facilities positioning which will directly affects the quality and the efficiency of ma -intenance ,updating and troubleshoot of the entire pipeline system is critical .For characteristics of high distribution den-sity,high updating speed and complexity of types of the water pipeline facilities distribution ,CORS is a practical and ef-fective measuring and positioning method .The article studies the application of the CORS in measuring and positioning of urban water pipeline ,and combined with the cases of the completion measuring of water pipeline facilities in Wuhan ,veri-fies the accuracy and feasibility of measuring result of this method with various kinds of indicators ,and by comprehensive analysis combined with other positioning methods ,provides reference for the positioning methods of the water pipeline fa-cilities.

  10. The spatial distribution of pollutants in pipe-scale of large-diameter pipelines in a drinking water distribution system

    Energy Technology Data Exchange (ETDEWEB)

    Liu, Jingqing [College of Engineering and Architecture, Zhejiang University, Hangzhou 310058 (China); Chen, Huanyu [College of Environmental and Resource Sciences, Zhejiang University, Hangzhou 310058 (China); Binhai Industrial Technology Research Institute of Zhejiang University, Tianjin 300000 (China); Yao, Lingdan; Wei, Zongyuan [College of Environmental and Resource Sciences, Zhejiang University, Hangzhou 310058 (China); Lou, Liping, E-mail: loulp@zju.edu.cn [College of Environmental and Resource Sciences, Zhejiang University, Hangzhou 310058 (China); Shan, Yonggui; Endalkachew, Sahle-Demessie; Mallikarjuna, Nadagouda [Environmental Protection Agency, Office of Research and Development, NRMRL, Cincinnati, OH 45220 (United States); Hu, Baolan [College of Environmental and Resource Sciences, Zhejiang University, Hangzhou 310058 (China); Zhou, Xiaoyan [Shaoxing Water Environmental Science Institute Co. Ltd, Zhejiang 312000 (China)

    2016-11-05

    Highlights: • First investigating the spatial distribution of pollutants in pipe-scale. • Spatial distribution of heavy metals indicated their sources were different. • Three main factors effete the distribution of pollutants. • Organic deposits mainly included microbial and microalgae metabolites. - Abstract: In large-diameter drinking water pipelines, spatial differences in hydraulic and physiochemical conditions may also result in spatial variations in pipe corrosion, biofilm growth and pollutant accumulation. In this article, the spatial distributions of various metals and organic contaminants in two 19-year-old grey cast iron pipes which had an internal diameter of 600 mm (DN600), were investigated and analyzed by Atomic Absorption Spectrometry, Gas Chromatography–Mass Spectrometry, Energy Dispersive Spectrometer, X-ray Diffraction, etc. The spatial distribution of heavy metals varied significantly across the pipe section, and iron, manganese, lead, copper, and chromium were highest in concentration in the upper portion pipe-scales. However, the highest aluminum and zinc content was detected in the lower portion pipe-scales. Apart from some common types of hydrocarbons formed by microbial metabolites, there were also some microalgae metabolites and exogenous contaminants accumulated in pipe-scale, which also exhibited high diversity between different spatial locations. The spatial distributions of the physical and chemical properties of pipe-scale and contaminants were quite different in large-diameter pipes. The finding put forward higher requirements on the research method about drinking water distribution system chemical safety. And the scientific community need understand trend and dynamics of drinking water pipe systems better.

  11. 给水管道管材对水质的影响及防腐措施%The Effect of Water-supply Pipeline Materials on Water Quality and Their Corrosion-prevention Measures

    Institute of Scientific and Technical Information of China (English)

    廖伟伶

    2012-01-01

    The influence of the quality of all kinds of pipeline materials of water-supply on water quality is introduced,the influence includes the dissolution of organic and inorganic matters,the degree of the difficulty of the growth of growth ring,chlorine residue decay,the impurities from coating materials come-off of the pipeline and their concentration increase and so on,and therefore the measures such as improving the water quality and stability of undertaken water,renewing water-supply pipeline system and maintaining old water-supply pipeline system are put forward.%介绍了给水管网中各类管材材质对水质的影响。这些影响包括有机物与无机物的溶出、生长环的生长难易程度、余氯衰减、管道涂层材料脱落产生的杂质及浓度的增加等,并指出提高出厂水水质和稳定性,更新供水管道系统和维护旧供水管道系统等相关防治措施。

  12. Characterization of a Drinking Water Distribution Pipeline Terminally Colonized by Naegleria fowleri.

    Science.gov (United States)

    Morgan, Matthew J; Halstrom, Samuel; Wylie, Jason T; Walsh, Tom; Kaksonen, Anna H; Sutton, David; Braun, Kalan; Puzon, Geoffrey J

    2016-03-15

    Free-living amoebae, such as Naegleria fowleri, Acanthamoeba spp., and Vermamoeba spp., have been identified as organisms of concern due to their role as hosts for pathogenic bacteria and as agents of human disease. In particular, N. fowleri is known to cause the disease primary amoebic meningoencephalitis (PAM) and can be found in drinking water systems in many countries. Understanding the temporal dynamics in relation to environmental and biological factors is vital for developing management tools for mitigating the risks of PAM. Characterizing drinking water systems in Western Australia with a combination of physical, chemical and biological measurements over the course of a year showed a close association of N. fowleri with free chlorine and distance from treatment over the course of a year. This information can be used to help design optimal management strategies for the control of N. fowleri in drinking-water-distribution systems.

  13. Leadership Pipeline

    DEFF Research Database (Denmark)

    Elmholdt, Claus Westergård

    2013-01-01

    I artiklen undersøges det empiriske grundlag for Leader- ship Pipeline. Først beskrives Leadership Pipeline modellen om le- delsesbaner og skilleveje i opadgående transitioner mellem orga- nisatoriske ledelsesniveauer (Freedman, 1998; Charan, Drotter and Noel, 2001). Dernæst sættes fokus på det...... forholdet mellem kontinuitet- og diskontinuitet i ledel- seskompetencer på tværs af organisatoriske niveauer præsenteres og diskuteres. Afslutningsvis diskuteres begrænsningerne i en kompetencebaseret tilgang til Leadership Pipeline, og det foreslås, at succesfuld ledelse i ligeså høj grad afhænger af...

  14. Leadership Pipeline

    DEFF Research Database (Denmark)

    Elmholdt, Claus Westergård

    2013-01-01

    I artiklen undersøges det empiriske grundlag for Leader- ship Pipeline. Først beskrives Leadership Pipeline modellen om le- delsesbaner og skilleveje i opadgående transitioner mellem orga- nisatoriske ledelsesniveauer (Freedman, 1998; Charan, Drotter and Noel, 2001). Dernæst sættes fokus på det...... forholdet mellem kontinuitet- og diskontinuitet i ledel- seskompetencer på tværs af organisatoriske niveauer præsenteres og diskuteres. Afslutningsvis diskuteres begrænsningerne i en kompetencebaseret tilgang til Leadership Pipeline, og det foreslås, at succesfuld ledelse i ligeså høj grad afhænger af...

  15. 市政工程给水管道施工质量控制%Construction Quality Control of Municipal Project Water Pipeline

    Institute of Scientific and Technical Information of China (English)

    卢啸

    2015-01-01

    The construction of each municipal water pipeline project, the relevant departments in the work, such as quality monitoring and management deficiencies still exist. So, how to solve the various failures of municipal water supply pipeline construction projects that appear in the relevant construction workers question worth considering.%在各个城市市政工程给水管道的施工中,相关部门在质量监测和管理等方面的工作中仍然存在不足之处。因此,如何解决市政工程给水管道施工中出现的各种故障,是相关施工人员值得思考的问题。

  16. Information meeting: construction of gas and water pipelines; Informationsveranstaltung: Bau von Gas- und Wasserrohrleitungen

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-07-01

    Already published journal articles added in a conference proceeding on following topics: Regulatories, construction regulations, fittings, quality requirements and corrosion protection. Water pipes and pressure testing and desinfection.(GL) [German] Teilweise bereits veroeffentlichte Zeitschriftenartikel nochmals in einem Konferenzband zusammengefuegt zu folgenden Themen: Regelwerke, Baurichtlinien, Anschluesse, Qualitaetsanforderungen und Korrosonsschutz. Wasserrohrleitungen und deren Druckpruefung und Desinfektion.(GL)

  17. Waiting for warm water - how long? Pipelines; Warten auf warmes Wasser - wie lange? Rohrleitung

    Energy Technology Data Exchange (ETDEWEB)

    Hofmann, M.

    2006-11-15

    How long should it take until warm water is available at the tap? Since 2004, this question has been discussed in the catalogue of technical rules, with varying answers. This contribution outlines the current situation and presents some thoughts of the author that highlight new aspects. Practical hints are given for daily practice. (orig.)

  18. Water Pipelines, Major, Layer complete for cities and some subdivisions, data acquisition from paper maps & KRWA GPS collection, Published in 2007, 1:600 (1in=50ft) scale, Jefferson County GIS Department.

    Data.gov (United States)

    NSGIC GIS Inventory (aka Ramona) — This Water Pipelines, Major dataset, published at 1:600 (1in=50ft) scale, was produced all or in part from Field Survey/GPS information as of 2007. It is described...

  19. 自来水管路泄漏渗入水中颗粒物粒度分析%Analysis of Particle Size of Water Pipeline Leakage in Water

    Institute of Scientific and Technical Information of China (English)

    张文斌; 魏丽丹

    2016-01-01

    自来水管路泄漏在非全天供水区域会造成管路内负压,导致泄漏受污染的水流回管路,在供水期间造成大面积自来水质变差,甚至引起群体中毒事件,为掌握水管泄漏导致的污染物中固体颗粒物粒度分布,特选择管道泄漏时所取自来水为原料测定其中的固体颗粒物粒径分布,以便于在施工中避免该类固体接触管路,避免在管道泄漏时造成群体性中毒事件。%Tap water pipeline leakage in the water supply area of non day will be caused by negative pressure in the pipeline, caused by the leakage pollution water return pipeline. During the water supply caused by large area water qualitative difference, and even lead to massive poisoning. In order to master the water pipe leak caused by pollutants in solid particle size distribution, pipeline leakage when the tap water as raw materials Determination of the solid particles size distribution, in order to avoid this type of solid contact line in the construction to avoid in the pipeline leakage caused by mass poisoning events.

  20. 地铁综合监控管道温度监控子系统设计%Water Pipeline Temperature Monitoring Subsystem of ISCS in Metro

    Institute of Scientific and Technical Information of China (English)

    孙启明; 王学伟

    2013-01-01

    针对北方地铁环境中用水管道的冬季保温问题,设计了一套自动化管道温度监控系统。采用集散控制系统构建方案,运用现场温度控制器进行管道温度的检测与控制,并依据标准Modbus协议设计了通讯程序和通讯指令集。经实际测试,温度控制器及其通讯功能稳定、可靠,指令集正确、实用。该系统实现了对地铁管道温度的分散控制和集中管理,作为地铁综合监控子系统,具有很好的工程应用价值。%Water pipelines in metro usually need to be thermal insulated in winter,especially in northern China. This paper designs an automatic pipeline temperature monitoring system. Guided by the scheme of constructing distributed control system, the paper develops a kind of field temperature controller to detect and control the water pipeline temperature, and designs the communication program and communication instruction set according to the Modbus protocol. In the actual test, the temperature controller and communication functions work stably and reliably, which proves that the communication instruction set is correct and practical. This system realizes distributed control and centralized management of water pipeline temperature. As a subsystem of ISCS in metro, it possesses practical engineering value.

  1. AN EXPERIMENTAL INVESTIGATION ON THE IMPACT PERFORATION FAILURE OF WATER-FILLED-PRESSURIZED PIPELINES

    Institute of Scientific and Technical Information of China (English)

    LuGuoyun; LeiJianping; ZhangShanyuan

    2004-01-01

    Some experimental data recorded from impact tests on empty and water-filled pressurized mild steel pipes are presented. The pipes were supported as a three-span continuous beam and impacted laterally by a rigid indenter at the mid-span of middle span. Three kinds of indenter nose shapes were used: blunt-nose, hemisphere-nose and 90° conical-nose. The internal pressure ranged up to 20 MPa. The perforation failure modes and corresponding critical impact energies were obtained under different test conditions. The time-history curves of the internal pressure and impact force were given. The experiments show that the media filled in the tube greatly decreased the ballistic limit energy.

  2. [Water pipelines conduits and urban sanitation in Cartagena in the beginning of the twentieth century].

    Science.gov (United States)

    Orrego, A L

    2000-01-01

    Throughout its history, Cartagena de Indias, a seaport in the Colombian Caribbean, has been handicapped for not offering salubrious conditions to its people and visitors. The lack of an aqueduct and a sewerage system was an impairment to progress. For nearly forty years (1890-1930) these problems have caused a myriad of medical discourses formulated by scientists, technicians and politicians. Cartagena's contribution to solve the sanitation problem in cities has consisted in making use of engineers' knowledge. The construction of urban facilities in the beginning of the twentieth century required a more technical knowledge, one which would advance a comprehensive solution to the water problem, ensure sufficient supply and efficient drainage. Thus, in the last turn of the century, the medical doctor is no longer the only authoritative voice when it comes to the management of urban life. The construction works which require an engineer, involving him in public health, have drawn a distinction between "hygiene" and "sanitary science".

  3. Corrosion Failure Analysis of Ductile Iron Potable Water Pipeline%球墨铸铁饮用水管道腐蚀失效分析

    Institute of Scientific and Technical Information of China (English)

    乔培鹏; 刘飞华; 赵万祥

    2011-01-01

    The corrosion failure behavior of ductile iron potable water,pipeline in a nuclear power plant was investigated by surface analysis method, X-ray diffraction and microbial technology. The results showed that tubercles caused by microbiologically influenced corrosion led to the pipeline failure directly. The local oxygen- concentration corrosion was another cause for accelerating the corrosion rate.%采用表面分析法、X射线衍射和微生物技术,综合研究了核电厂球墨铸铁材料饮用水管线的腐蚀失效行为。结果表明,微生物腐蚀引起的腐蚀瘤是导致管线失效的直接原因,局部氧浓差腐蚀起到了一定的加速作用。

  4. Theoretical Study of Steam Condensation Induced Water Hammer Phenomena in Horizontal Pipeline

    CERN Document Server

    Barna, Imre Ferenc

    2014-01-01

    We investigate steam condensation induced water hammer (CIWH) phenomena and present new theoretical results. We use the WAHA3 model based on two-phase flow six first-order partial differential equations that present one dimensional, surface averaged mass, momentum and energy balances. A second order accurate high-resolution shock-capturing numerical scheme was applied with different kind of limiters in the numerical calculations. The applied two-fluid model shows some similarities to Relap5 which is widely used in the nuclear industry to simulate nuclear power plant accidents. This model was validated with different CIWH experiments which were performed in the PMK-2 facility, which is a full-pressure thermo-hydraulic model of the nuclear power plant of VVER-440/312 type in the Energy Research Center of the Hungarian Academy of Sciences in Budapest and in the Rosa facility in Japan. In our recent study we show the first part of a planned large database which will give us the upper and lower flooding mass flow ...

  5. Theoretical study of steam condensation induced water hammer phenomena in horizontal pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Barna, Imre Ferenc [Hungarian Academy of Sciences, Budapest (Hungary). Wigner Research Center; ELI-HU Nonprofit Kft., Szeged (Hungary); Pocsai, Mihaly Andras [Hungarian Academy of Sciences, Budapest (Hungary). Wigner Research Center; Pecs Univ. (Hungary). Inst. of Physics; Guba, Attila [Hungarian Academy of Sciences, Budapest (Hungary). Energy Research Center; Imre, Attila Rikard [Hungarian Academy of Sciences, Budapest (Hungary). Energy Research Center; Budapest University of Technology and Economics (Hungary). Dept. of Energy Engineering

    2015-11-15

    Steam condensation induced water hammer (CIWH) phenomena are investigated and new theoretical results are presented. We use the WAHA3 model based on two-phase flow six first-order partial differential equations that present one dimensional, surface averaged mass, momentum and energy balances. A second order accurate high-resolution shock-capturing numerical scheme was applied with different kind of limiters in the numerical calculations. The applied two-fluid model shows some similarities to RELAP5 which is widely used in the nuclear industry to simulate nuclear power plant accidents. This model was validated with different CIWH experiments which were performed in the PMK-2 facility, which is a full-pressure thermohydraulic model of the nuclear power plant of VVER-440/312 type in the Energy Research Center of the Hungarian Academy of Sciences and in the Rosa facility of the Japan Atomic Energy Agency. In our present study we show the first part of a planned large database which will give us the upper and lower flooding mass flow rates for various pipe geometries where CIWH can happen. Such a reliable database would be a great help for future reactor constructions and scheming.

  6. Anchor Loads on Pipelines

    OpenAIRE

    Wei, Ying

    2015-01-01

    Anchor hooking on a subsea pipeline has been investigated in this thesis. Anchor loads on pipelines is in general a rarely occurring event, however, the severity when it occurs could easily jeopardize the integrity of any pipeline. It is considered as an accidental load in the design of pipelines. Pipeline Loads, limit state criteria and anchor categories are defined by the DNV standards. For pipeline, DNV-OS-F101 (08.2012), Submarine Pipeline Systems is adopted. Offshore standard DNV-RP...

  7. 降低蒸汽管路水锤的技术方法%Method for Reducing Water Hammer in Steam Pipeline

    Institute of Scientific and Technical Information of China (English)

    杨金勇; 王占青; 张云蒙; 郭志明; 李培伟

    2015-01-01

    为了降低水锤现象,通过对蒸汽管路初始送气时内部汽、液转化,流动的分析,较为形象地阐述了水锤现象的产生机理,然后通过在管路提升处合理设置集水管、疏水器的技术方法及规范蒸汽阀门开启步骤的操作,较好地解决了蒸汽管路水锤现象的产生,消除了管路振动所带来的安全隐患。%In order to remove or decrease the appearance of water hammer, by analyzing gas-liquid transformation and fluid flow in steam pipeline, the mechanism of producing water hammer phenomena was described in this article. With the methods of disposing water collecting pipe and steam trap at elevating location and regulating valve opening procedure, the problem of water hammer had been solved and safety menace induced from vibration of pipeline was removed.

  8. Correction Calculation of Circulating Cooling Water Pipeline Resistance%循环冷却水管路水阻修正计算研究

    Institute of Scientific and Technical Information of China (English)

    苗卉; 商显有; 侯平利

    2011-01-01

    The relevant factors of circulating cooling water pipeline resistance are analyzed and a correction calculation method of resistance is provided. When the condenser parameters change, corresponding to different cooling water flow, the circulating cooling water pipeline resistance can be modified according to the reference power plant condenser water resistance curve. This method can be used in the optimization of steam turbine cold end.%分析了影响循环冷却水管路水阻的相关因素,给出一种水阻的修正计算方法.在凝汽器相关参数变化时,对应于不同的循环冷却水流量,可根据参考电厂凝汽器的水阻曲线对循环冷却水管路的水阻进行修正.该方法可运用于汽轮机冷端优化研究.

  9. Research and development of a self-centering clamping device for deep-water multifunctional pipeline repair machinery

    Directory of Open Access Journals (Sweden)

    Liquan Wang

    2016-01-01

    Full Text Available When multifunctional pipeline repair machinery (MPRM is used in the deep sea area, it is difficult to grip the pipeline and ensure concentricity between the cutter heads and the pipeline during its operation. In view of this, a new system of two-arm holding self-centering pipeline clamping device was proposed. The system is composed of two groups of parallelogram double-rocker mechanism and cranking block mechanism which are symmetrically distributed on the frame. The geometric parameter solutions of the clamping device were analyzed with motion and transmission as the constraints. A mechanical model was established to associate the friction torque of clamping points with the driving force. Clamping device and machinery were designed and manufactured for the Ø304.8–457.2 mm pipelines used in this test. ADAMS simulation experiments were conducted underwater, and the cutting and beveling tests were carried out onshore. The following results are achieved. First, the smaller the pipe diameter, the smaller the transmission angle of the oscillating slider mechanism; the longer the hydraulic cylinder stroke, the greater the transmission angle of the double rocker mechanism. Second, the driving force of the clamping device increases with the increase of the pipe diameter. When the diameter reaches 457.2 mm, the hydraulic cylinder driving force of the clamping device should be greater than 10219 N. Third, the feed rate of the cutters increases suddenly due to the slight shaking of the machinery which occurs at the beginning of the pipe cutting, so it is necessary to adopt a small feed rate. And fourth, onshore experiment results agree well with the theoretical design and simulation results, proving the rationality of the system. The research results in this paper provide technical basis for the research and development of similar engineering prototypes.

  10. State and residual service life of gas and water pipelines of the first PE generation. Results of a DVGW research project; Integritaet von PE-Gas- und Wasserleitungen der ersten Generation. Ergebnisse eines DVGW-Forschungsvorhabens

    Energy Technology Data Exchange (ETDEWEB)

    Wuest, Juergen; Wenzel, Mirco [SKZ, Wuerzburg (Germany); Scholten, Frans; Wolters, Mannes [Kiwa Gas Technology, Apeldoorn (Netherlands); Heinemann, Juergen; Bockenheimer, Alexander [Technische Univ. Darmstadt (DE). Staatliche Materialpruefungsanstalt Darmstadt (MPA)

    2010-10-15

    Within the scope of a DVGW research project the KIWA, SKZ and MPA Darmstadt research institutes examined the condition and possible residual service life of gas and water pipelines of the first PE generation operating for more than 30 years. The creep rupture curves determined on the old pipelines are very similar to the ones ascertained approx. 40 years ago, allowing an extrapolation over at least another 25 years at service temperature upon expiry of the originally predicted service life of 50 years. Both the gas and water pipelines still show an actively effective thermal stabilization so that an early thermo-oxidative failure is not to be expected even after expiry of the originally estimated service life of 50 years. Nevertheless, public utilities operating gas and water pipelines made of PE of the first generation are recommended to closely observe the damage statistics/damage progression within the scope of the regular inspections of the pipeline network, thus being in a position to recognise ageing phenomena which indicate an end of the service life of the pipeline system in time and perform further examinations. (orig.)

  11. Research on Water Pipeline Crossing the Main Channel of South-to-North Water Transfer Project Scheme%输水管道穿南水北调总干渠方案研究

    Institute of Scientific and Technical Information of China (English)

    李菊先; 马俊青; 刘长垠; 侯丽娜

    2012-01-01

    According to the design technology standard of South-to-North Water Transfer Project main channel, the construction of water pipeline crossing the main channel will not occupy the water head of main channel. Based on the relationship among the bottom elevations of water pipeline and main channel, and the design water line, pipeline bridge upon the channel and the inverted siphon under the bottom of channel have been considered. After the comprehensive analysis and comparison on technology.economy, and construction etc,the inverted siphon under the bottom of channel with the protective box culvert outside has been used for the construction of water pipeline when crossing the main channel.%根据南水北调总干渠总体设计技术规定:输水管道穿越总干渠,其穿越建筑物不占用总干渠水头.为满足总体设计要求,根据输水管道管底高程、总干渠渠底高程及设计水位的相互关系,考虑了渠上管道桥和渠底倒虹吸两种穿越方案,通过技术、经济、施工等综合分析比较,确定输水管道穿总干渠建筑物型式为渠底倒虹吸,倒虹吸管外加防护箱涵.

  12. 水击泄压阀在成品油管道的应用%Application of Water Hammer Pressure Relief Valve in the Product Pipeline

    Institute of Scientific and Technical Information of China (English)

    刘洋; 刘威

    2012-01-01

    The water hammer pressure relief valve is one of the protective equipments of product pipeline. It prevents the piping system through venting the excess pressure. According to 10 years of practical experience of applying the water hammer pressure relief valve in the Lanzhou-Chengdu-Chongqing pipeline, this paper introduces the water hammer pressure relief valve from the structure and principle, routine operations, maintenance and failure analysis and its improvements in the application process.%水击泄压阀是成品油管道的保护设备之一,通过泄放多余的压力防止管道系统受到破坏.本文根据水击泄压阀在兰成渝输油管道应用10年来的实际经验,从水击泄压阀的结构及原理、常规操作、维护保养及故障分析等方面介绍了水击泄压阀以及其在应用过程中的改进.

  13. A road damage and life-cycle greenhouse gas comparison of trucking and pipeline water delivery systems for hydraulically fractured oil and gas field development in Colorado.

    Science.gov (United States)

    Duthu, Ray C; Bradley, Thomas H

    2017-01-01

    The process of hydraulic fracturing for recovery of oil and natural gas uses large amounts of fresh water and produces a comparable amount of wastewater, much of which is typically transported by truck. Truck transport of water is an expensive and energy-intensive process with significant external costs including roads damages, and pollution. The integrated development plan (IDP) is the industry nomenclature for an integrated oil and gas infrastructure system incorporating pipeline-based transport of water and wastewater, centralized water treatment, and high rates of wastewater recycling. These IDP have been proposed as an alternative to truck transport systems so as to mitigate many of the economic and environmental problems associated with natural gas production, but the economic and environmental performance of these systems have not been analyzed to date. This study presents a quantification of lifecycle greenhouse gas (GHG) emissions and road damages of a generic oil and gas field, and of an oil and gas development sited in the Denver-Julesburg basin in the northern Colorado region of the US. Results demonstrate that a reduction in economic and environmental externalities can be derived from the development of these IDP-based pipeline water transportation systems. IDPs have marginal utility in reducing GHG emissions and road damage when they are used to replace in-field water transport, but can reduce GHG emissions and road damage by factors of as much as 6 and 7 respectively, when used to replace fresh water transport and waste-disposal routes for exemplar Northern Colorado oil and gas fields.

  14. Design Conception of Self-closing Valve for Water Pipeline%输水管道用自闭阀的设计构思

    Institute of Scientific and Technical Information of China (English)

    杨延华; 余斌高; 高帅; 王鹤强; 徐伟; 魏亚秋; 杨专钊

    2011-01-01

    输水管道用自闭阀是针对输水管道普通阀体在停水时打开,再来水时不能自动关闭设计的,该自闭阀是通过密封片在上下水压差和弹簧的弹力作用下产生变形,从而实现自动关闭,结构简单、使用方便.%The self-closing valve was designed for the water pipeline, which could automatically close the valve and stop the water from flowing out of the tap when the final end tap opening without water. The conception of self-closing valve was based on the difference of the hydraulic pressure between the upside and downside pressure of the sealing plate and the elastic force and deformation of the spring.

  15. Strengthened design of economical flexible pipeline in shallow water%浅水经济性柔性管道加强设计

    Institute of Scientific and Technical Information of China (English)

    卢青针; 岳前进; 汤明刚; 郑杰馨

    2011-01-01

    柔性海洋管道需要针对使用要求进行结构加强设计.对于浅水海域,柔性管道拉伸和外压较小,如果通过合理简化结构的加强设计,可降低大量应用于海底管道的造价.根据渤海浅水海底管道铺设荷载,设计经济型非粘结构柔性管的结构形式,建立拉伸刚度分析模型,提出抗拉加强没计方法,并对加强设计制造的柔性管道进行了实验测试,结果表明能够满足渤海海底管道使用要求,为我国浅水边际油田开发提供新的管道选择.%Subsea flexible pipeline should be designed against their application conditions. For deep water, the pipeline resists rather large tension force and external pressure. So it need to be reinforced by complex construction. Because of high price it is usually used for riser only.But for shallow water, due to the lower tension force and external pressure the pipe can be designed reasonably by simplified construction.Therefore the price of pipeline will be decreased and it can be widely used for flowline. This paper presents a design of economical structure of flexible pipe according te installation load for Bohai Sea. Tension stiffness analysis model is provided and a tension reinforced design method is introduced. Tests have been carried out to verify the design of reinforced pipe. The results indicate that it can satisfy the apphcation requirements of Bohai Sea flowline. It provides a new choice of the subsea pipeline application for marginal oil development in shallow water.

  16. Phase I: the pipeline-gas demonstration plant. Demonstration plant engineering and design. Volume 18. Plant Section 2700 - Waste Water Treatment

    Energy Technology Data Exchange (ETDEWEB)

    None

    1981-05-01

    Contract No. EF-77-C-01-2542 between Conoco Inc. and the US Department of Energy provides for the design, construction, and operation of a demonstration plant capable of processing bituminous caking coals into clean pipeline quality gas. The project is currently in the design phase (Phase I). This phase is scheduled to be completed in June 1981. One of the major efforts of Phase I is the process and project engineering design of the Demonstration Plant. The design has been completed and is being reported in 24 volumes. This is Volume 18 which reports the design of Plant Section 2700 - Waste Water Treatment. The objective of the Waste Water Treatment system is to collect and treat all plant liquid effluent streams. The system is designed to permit recycle and reuse of the treated waste water. Plant Section 2700 is composed of primary, secondary, and tertiary waste water treatment methods plus an evaporation system which eliminates liquid discharge from the plant. The Waste Water Treatment Section is designed to produce 130 pounds per hour of sludge that is buried in a landfill on the plant site. The evaporated water is condensed and provides a portion of the make-up water to Plant Section 2400 - Cooling Water.

  17. Underground pipeline corrosion

    CERN Document Server

    Orazem, Mark

    2014-01-01

    Underground pipelines transporting liquid petroleum products and natural gas are critical components of civil infrastructure, making corrosion prevention an essential part of asset-protection strategy. Underground Pipeline Corrosion provides a basic understanding of the problems associated with corrosion detection and mitigation, and of the state of the art in corrosion prevention. The topics covered in part one include: basic principles for corrosion in underground pipelines, AC-induced corrosion of underground pipelines, significance of corrosion in onshore oil and gas pipelines, n

  18. 石油管道水击压力数值模拟研究%Numerical Simulation of Water Hammer Pressure of Oil Pipeline

    Institute of Scientific and Technical Information of China (English)

    黄腾龙; 李清斌; 潘振; 陈保东; 金春旭; 李丹; 郑舟

    2013-01-01

    作为有压管路中最常见的不稳定流动现象,水击是运动的流体突然停止流动而产生的。针对水击现象,本文分析说明了产生水击的原因和危害,提出了减小水击的措施,通过使用特征线法求解水击问题,并编制相应的计算程序,与理想水击过程进行对比,阐明了计算结果的科学性和合理性。%As the most common unstable flow in the pressure pipeline, the water hammer is caused by sudden stop of the fluid flow in the movement. In this paper, aiming at the phenomenon of the water hammer, causes and harms of the water hammer were analyzed, the measures to reduce the water hammer were put forward. The water hammer problem was solved by using the method of characteristic line, and the corresponding program was compiled. Compared with the ideal water hammer process, the scientificalness and rationality of the results were proven.

  19. 77 FR 70543 - Pipeline Safety: Meeting of the Gas Pipeline Advisory Committee and the Liquid Pipeline Advisory...

    Science.gov (United States)

    2012-11-26

    ... for natural gas pipelines and for hazardous liquid pipelines. Both committees were established under... TRANSPORTATION Pipeline and Hazardous Materials Safety Administration Pipeline Safety: Meeting of the Gas Pipeline Advisory Committee and the Liquid Pipeline Advisory Committee AGENCY: Pipeline and...

  20. Effects of morpho dynamics in shallow waters over pipeline facilities; Efeitos da morfodinamica em aguas rasas sobre instalacoes de dutos

    Energy Technology Data Exchange (ETDEWEB)

    Toldo Junior, Elirio E.; Gruber, Nelson L.S.; Zouain, Ricardo N. Ayup [Universidade Federal do Rio Grande do Sul, Porto Alegre, RS (Brazil). Inst. de Quimica. Centro de Estudos de Geologia Costeira e Oceanica; Almeida, Luiz E.S.B. [Universidade Federal do Rio Grande do Sul, Porto Alegre, RS (Brazil). Inst. de Pesquisas Hidraulicas

    2003-07-01

    The success in developing of the oil industry operating in offshore-onshore terminals, connected by pipelines with the facilities of the coastal zone, can be attributed partially to the beach morpho dynamic monitoring. This study represents a solution to the concerns of the technical operations in coastal zones because it minimizes the impact of the petroleum production and it assures the environmental protection associated to the risks of the pipelines breaking. This impact type results mainly of the vertical and horizontal displacements of the beach, from the coastal dunes to the shore face. The mobility of the profile is associated to the magnitude of the sedimentary processes, which reproduce naturally or not, in scale of time that can vary among few days, years or decades. For the monitoring and interpretation of the beach profile mobility the following methods are recommended: calculation of the closure depth with base in the wave data; bathymetric survey with sled; calculation of the equilibrium beach profile, and monitoring of the variations of the shoreline using satellite images, GPS or aerial photography. (author)

  1. 基于物联网和GIS技术的自来水管线系统的设计与实现%Design and Implementation of Water Pipeline System Based on Internet of Things(IOT) and GIS

    Institute of Scientific and Technical Information of China (English)

    吕华新; 周学龙; 周文; 元利坚

    2014-01-01

    According to the current situation of the water pipeline management, put forward the concept of tap water pipeline manage-ment information system of Internet of things and based on GIS technology, describes the overall architecture of the system, the main function module and key technology, and mainly introduces the important application of GIS technology and network technology in the pipeline pressure and flow monitoring.%针对自来水管线管理的现状,提出了基于物联网和GIS技术的自来水管线管理信息系统的概念,介绍了系统的总体架构、主要功能模块及关键技术,并重点介绍了GIS技术和物联网技术在管道压力和流量监控上的重要应用。

  2. Discussion about Surveying the Water Pipelines in Cities%浅谈城市给水管线跟踪测量

    Institute of Scientific and Technical Information of China (English)

    周志勇

    2014-01-01

    This paper simply introduces methods ,process ,accuracy and report forms of the water pipeline survey currently used in shanghai .The purpose of it is just to provide some useful references to all other surveyors working in this field across the country .%本文就目前上海市城市地下给水管线跟踪测量的一般方法、测绘过程、测量精度和报告格式等做一简要的介绍,其目的在于为全国范围内正日益广泛的城市地下给水管线跟踪测量提供一些有用的借鉴。

  3. Causes analysis of raw water pipeline booster damage in Shanghai%上海市原水管道爆管破坏的原因分析

    Institute of Scientific and Technical Information of China (English)

    施亮

    2015-01-01

    The paper analyzes raw water pipeline booster causes in Shanghai city,collects data,and points out three main causes of violated soil piling,temperature stress and welding joint quality,and carries out simulation computation with finite element,and concludes that:calculated results conform to actual result.%针对上海市原水管道发生爆管现象进行原因分析,通过资料收集整理得出违章堆土、温度应力和焊缝质量是原水管道爆管的三个主要原因,进而通过有限元进行了模拟计算,得到的计算结果与事实相符合。

  4. Small-scale modelling of the physiochemical impacts of CO2 leaked from sub-seabed reservoirs or pipelines within the North Sea and surrounding waters.

    Science.gov (United States)

    Dewar, Marius; Wei, Wei; McNeil, David; Chen, Baixin

    2013-08-30

    A two-fluid, small scale numerical ocean model was developed to simulate plume dynamics and increases in water acidity due to leakages of CO2 from potential sub-seabed reservoirs erupting, or pipeline breaching into the North Sea. The location of a leak of such magnitude is unpredictable; therefore, multiple scenarios are modelled with the physiochemical impact measured in terms of the movement and dissolution of the leaked CO2. A correlation for the drag coefficient of bubbles/droplets free rising in seawater is presented and a sub-model to predict the initial bubble/droplet size forming on the seafloor is proposed. With the case studies investigated, the leaked bubbles/droplets fully dissolve before reaching the water surface, where the solution will be dispersed into the larger scale ocean waters. The tools developed can be extended to various locations to model the sudden eruption, which is vital in determining the fate of the CO2 within the local waters.

  5. 钢套钢直埋蒸汽(热水)保温管道施工技术%Construction Technology of the Steel Buried Steam (Hot Water) Heat Preservation Pipeline with Steel Casing

    Institute of Scientific and Technical Information of China (English)

    彭平

    2014-01-01

    This paper from aspects as the deepening design, prefabrication, pipeline surveying and trench excavation, pipe welding, testing and cleaning introduces the steel casing buried steam (hot water) heat preservation pipeline construction. The construction has reasonable and advanced process, good effect.%本文从深化设计、工厂化预制、管线测量和管沟开挖、管道焊接、试验和清洗等方面介绍了钢套钢直埋蒸汽(热水)保温管道施工。其施工工艺合理先进,效果良好。

  6. Returning method of hot water in geothermal power generation and structure of pipeline for hot water returning; Zinetsu hatsuden ni okeru nessui no kangen shori hoho oyobi kangen nessuiyo haikan kozo

    Energy Technology Data Exchange (ETDEWEB)

    Mori, Y.

    1997-06-17

    According to the invention, the geothermal fluid consisting of steam and hot water gushing out of steam production well is separated into steam and hot water by means of gas-liquid separator, and the hot water is returned into the ground through the returning well without being exposed to the atmosphere. At that time, the temperature of the hot water to be returned to the ground is lower than the temperature of the hot water remained in the well. Before returning the hot water to the ground, the hot water level in the return well is lowered by means of compressed air so as to keep the temperature of hot water remained in the well being higher than the temperature of hot water to be returned. The pipeline of the hot water closed system including the production well and return well is either upward inclined or downward inclined in the flowing direction. In these ways, the hot water can be returned safely to the ground without causing hammering. 2 tabs.

  7. The application of new water supply and drainage pipeline key technology in municipal road%新型给排水管道关键技术在市政道路中的应用

    Institute of Scientific and Technical Information of China (English)

    武宝平

    2014-01-01

    From the trench excavation, pipe base construction, pipeline installation, backfill construction and other aspects, system analyzed the technical key points of new water supply and drainage pipeline construction in municipal road drainage engineering, and put forward some specific measures according to existing problems in construction, in order to improve the construction quality of municipal road drainage pipeline.%从沟槽开挖、管基施工、管道安装、回填施工等方面入手,系统分析了市政道路排水工程中新型给排水管道施工的技术要点,并针对施工中出现的问题提出了具体的解决措施,以提高市政道路排水管道的施工质量。

  8. Self lubrication of bitumen froth in pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Joseph, D.D. [Univ. of Minnesota, Minneapolis, MN (United States)

    1997-12-31

    In this paper I will review the main properties of water lubricated pipelines and explain some new features which have emerged from studies of self-lubrication of Syncrudes` bitumen froth. When heavy oils are lubricated with water, the water and oil are continuously injected into a pipeline and the water is stable when in a lubricating sheath around the oil core. In the case of bitumen froth obtained from the Alberta tar sands, the water is dispersed in the bitumen and it is liberated at the wall under shear; water injection is not necessary because the froth is self-lubricating.

  9. Application of the Flexible Ceramic Internal Coating Technology of Offshore Platform Fire Water Pipeline%海洋平台消防水管线柔性陶瓷内涂技术的应用

    Institute of Scientific and Technical Information of China (English)

    王文若; 陈珣

    2014-01-01

    In order to improve the corrosion resistance of offshore platform fire water pipeline , and extend the life of the pipeline, a new type of flexible ceramic (CeRam-Kote 54) internal coating technology is used for the corrosion construction of the fire water pipelines on an offshore platform .The technology requirements for the construction , inspection control difficulties and key points are summarized .The result showed that the internal coating technology has obvious advantages than conventional tech -nology , and the construction is simple , it can be widely applied in fire water pipeline on offshore platform .%为了提高海洋平台消防水管线的内防腐性能,延长管线的使用寿命,采用一种新型柔性陶瓷涂料( CeRam-Kote 54)内涂技术,对某海洋平台消防水管线进行内防腐施工,并对该施工技术的要求和检验控制难点、要点进行总结,结果表明,柔性陶瓷内涂技术较传统的管线防腐技术有明显的优势,且施工简便,可广泛应用于海洋平台消防水管线。

  10. 78 FR 41991 - Pipeline Safety: Potential for Damage to Pipeline Facilities Caused by Flooding

    Science.gov (United States)

    2013-07-12

    ... gallons of crude oil into the Yellowstone River. The rupture was caused by debris washing downstream in... structure and by impact and/or waterborne forces. Washouts and erosion may result in loss of support for both buried and exposed pipelines. The flow of water against an exposed pipeline may also result...

  11. Technical progress in pipeline design and construction

    Energy Technology Data Exchange (ETDEWEB)

    Hausken, K.B.

    1995-12-31

    This paper considers the technical progress in offshore pipeline construction with limitation to some general subjects covering pipeline design, installation and start-up. In future the use of limit state pipeline design philosophy, may be implemented as an alternative to the stress based design commonly used to day giving a potential for further optimisation of the pipeline design and consequently reduction of the initial investment. Comprehensive research and development efforts in Norway in the second half of the 1970`s, made it technically feasible to cross the deep water Norwegian Trench in the 1980`s. In addition, the development of several offshore pipeline systems until to day including gas distribution systems to the European continent, have brought Norway to the forefront of technical expertise

  12. Explore the Problems of Municipal Water Supply Pipeline Trench Excavation and Backfill%市政给水管道沟槽开挖及回填问题的研究

    Institute of Scientific and Technical Information of China (English)

    覃永和

    2014-01-01

    随着城市化进程的加快,城市给水管网改造工程也在不断的增多。本文主要就市政给水管网改造工程中的给水管道沟槽开挖及回填问题进行了研究,以提高给水管网改造工程的质量。%With the speeding up of urbanization, the reconstr-uction project of urban water supply pipeline network has in-creased. This article mainly carries on the exploration of the water supply pipe trench excavation and backfil problems in the municipal water supply pipeline network reconstruction en-gineering, in order to improve the quality of the water supply pipe network project.

  13. 冷冻水管道腐蚀缺陷超声导波检测%Ultrasonic Guided Wave for Chilled Water Pipelines Corrosion Testing

    Institute of Scientific and Technical Information of China (English)

    马柯; 张胜军; 曹建群

    2013-01-01

    采用超声导波检测方法,对中央空调冷冻水管道腐蚀缺陷进行了检测.对导波反射回波信号进行标定,拆除保温层对疑似缺陷进行验证,计算缺陷处管道周向腐蚀减薄率,并分析了影响缺陷回波信号的因素.结果表明,超声导波检测能够实现腐蚀缺陷的快速检测与定位;波包在支管与大小头处发生模态转换与发散,使得其后的区域成为检测盲区;导波信号在管道外壁腐蚀层的吸收作用下迅速衰减,沿长度方向的反射回波强度迅速下降.%Corrosion defects in central air-condition chilled water pipelines were tested using ultrasonic guided wave.Reflection signals were marked and suspected defects were verified after removal of the insulating layer.The corrosion rate of the defects in the circumferential direction was calculated,and different factors affecting the reflection signals were studied.The results show that the ultrasonic guided wave method can test and locate the corrosion defects rapidly.Guided wave modes transform and wave packets disperse in the branch and adjustable tube,so the testing results in the areas behind such structures are invalid.Guided wave weakens rapidly due to the corrosion layer's absorb leading to the decline of reflection signals along pipelines.

  14. INTERNAL REPAIR OF PIPELINES

    Energy Technology Data Exchange (ETDEWEB)

    Bill Bruce; Nancy Porter; George Ritter; Matt Boring; Mark Lozev; Ian Harris; Bill Mohr; Dennis Harwig; Robin Gordon; Chris Neary; Mike Sullivan

    2005-07-20

    The two broad categories of fiber-reinforced composite liner repair and deposited weld metal repair technologies were reviewed and evaluated for potential application for internal repair of gas transmission pipelines. Both are used to some extent for other applications and could be further developed for internal, local, structural repair of gas transmission pipelines. Principal conclusions from a survey of natural gas transmission industry pipeline operators can be summarized in terms of the following performance requirements for internal repair: (1) Use of internal repair is most attractive for river crossings, under other bodies of water, in difficult soil conditions, under highways, under congested intersections, and under railway crossings. (2) Internal pipe repair offers a strong potential advantage to the high cost of horizontal direct drilling when a new bore must be created to solve a leak or other problem. (3) Typical travel distances can be divided into three distinct groups: up to 305 m (1,000 ft.); between 305 m and 610 m (1,000 ft. and 2,000 ft.); and beyond 914 m (3,000 ft.). All three groups require pig-based systems. A despooled umbilical system would suffice for the first two groups which represents 81% of survey respondents. The third group would require an onboard self-contained power unit for propulsion and welding/liner repair energy needs. (4) The most common size range for 80% to 90% of operators surveyed is 508 mm (20 in.) to 762 mm (30 in.), with 95% using 558.8 mm (22 in.) pipe. Evaluation trials were conducted on pipe sections with simulated corrosion damage repaired with glass fiber-reinforced composite liners, carbon fiber-reinforced composite liners, and weld deposition. Additional un-repaired pipe sections were evaluated in the virgin condition and with simulated damage. Hydrostatic failure pressures for pipe sections repaired with glass fiber-reinforced composite liner were only marginally greater than that of pipe sections without

  15. Environmental Assessment for the Strategic Petroleum Reserve West Hackberry Facility Raw Water Intake Pipeline Replacement Cameron and Calcasieu Parishes, Louisiana

    Energy Technology Data Exchange (ETDEWEB)

    N/A

    2004-08-31

    The proposed action and three alternatives, including a No Build alternative, were evaluated along the existing RWIPL alignment to accommodate the placement of the proposed RWIPL. Construction feasibility, reasonableness and potential environmental impacts were considered during the evaluation of the four actions (and action alternatives) for the proposed RWIPL activities. Reasonable actions were identified as those actions which were considered to be supported by common sense and sound technical principles. Feasible actions were those actions which were considered to be capable of being accomplished, practicable and non-excessive in terms of cost. The evaluation process considered the following design specifications, which were determined to be important to the feasibility of the overall project. The proposed RWIPL replacement project must therefore: (1) Comply with the existing design basis and criteria, (2) Maintain continuity of operation of the facility during construction, (3)Provide the required service life, (4) Be cost effective, (5)Improve the operation and maintenance of the pipeline, and (6) Maintain minimal environmental impact while meeting the performance requirements. Sizing of the pipe, piping construction materials, construction method (e.g., open-cut trench, directional drilling, etc.) and the acquisition of new Right-of-Way (ROW) were additionally evaluated in the preliminary alternative identification, selection and screening process.

  16. 某水电站地下输水管道整体结构内力分析%Internal Force Analysis of Whole Structure of Underground Water Conveyance Pipeline in Hydropower Station

    Institute of Scientific and Technical Information of China (English)

    王桂萱; 程翔; 赵杰

    2013-01-01

    为分析水电站地下输水管道整体结构在土压力、温度、地震等多荷载复杂环境下内力的变化情况,采用ANSYS实体单元模拟了输水管道整体结构,运用五点法提取了相应内力,绘制了结构内力包络图,并进行了配筋设计及裂缝校核,进而综合分析了温度荷载、地震荷载及管道横截面形式等因素对管道整体结构内力的影响.研究结果对地下输水管道设计与施工具有一定的参考价值和指导意义.%In order to analyze the internal force change for the whole structure of underground water pipeline in hy-dropower station under complex environment with multiple loads, such as earth pressure load, temperature load, seismic load, ANSYS solid elements is used to simulate the whole structure of water pipeline. Corresponding internal force is obtained by five-point method. The envelope diagram of structure internal force is drawn and the reinforcement design and crack check has been implemented. The influence of temperature loading, seismic loading and water pipeline cross section form on internal force of pipeline whole structure is analyzed comprehensively. The study result provides useful guidance for design and construction of underground water conveyance pipeline.

  17. 廊坊市南水北调配套水厂以上输水管道工程土工试验指标分析%Analysis of Test Index of above Water Pipeline Engineering of South to North Water Transfer Project Water Plant in Langfang City

    Institute of Scientific and Technical Information of China (English)

    罗杰

    2014-01-01

    This paper mainly describes the test index of above water pipeline engineering of south to north water transfer pro-ject water plant in Langfang city, and has carried on detailed analysis.%本文主要阐述了廊坊市南水北调配套水厂以上输水管道工程土工试验指标,并对其进行了详细地分析。

  18. Trace Software Pipelining

    Institute of Scientific and Technical Information of China (English)

    王剑; AndreasKrall; 等

    1995-01-01

    Global software pipelining is a complex but efficient compilation technique to exploit instruction-level parallelism for loops with branches.This paper presents a novel global software pipelining technique,called Trace Software Pipelining,targeted to the instruction-level parallel processors such as Very Long Instruction Word (VLIW) and superscalar machines.Trace software pipelining applies a global code scheduling technique to compact the original loop body.The resulting loop is called a trace software pipelined (TSP) code.The trace softwrae pipelined code can be directly executed with special architectural support or can be transformed into a globally software pipelined loop for the current VLIW and superscalar processors.Thus,exploiting parallelism across all iterations of a loop can be completed through compacting the original loop body with any global code scheduling technique.This makes our new technique very promising in practical compilers.Finally,we also present the preliminary experimental results to support our new approach.

  19. Characterizing and Exploring the Formation Mechanism of Salt Deposition by Reusing Advanced-softened, Silica-rich, Oilfield-produced Water (ASOW) in Superheated Steam Pipeline

    Science.gov (United States)

    Dong, Bin; Xu, Ying; Lin, Senmin; Dai, Xiaohu

    2015-11-01

    To dispose of large volumes of oilfield-produced water, an environmentally friendly method that reuses advanced-softened, silica-rich, oilfield-produced water (ASOW) as feedwater was implemented via a 10-month pilot-scale test in oilfield. However, salt deposition detrimental to the efficiency and security of steam injection system was generated in superheated steam pipeline. To evaluate the method, the characteristics and formation mechanism of the deposition were explored. The silicon content and total hardness of the ASOW were 272.20 mg/L and 0.018 mg/L, respectively. Morphology and composition of the deposition were determined by scanning electron microscope-energy dispersive spectrometry (SEM-EDS), inductively coupled plasma-mass spectroscopy (ICP-MS), X-ray diffraction (XRD), laser Raman spectroscopy (LRS) and X-ray photoelectron spectroscopy (XPS). Na2Si2O5, Na2CO3 and trace silanes were identified in the deposition. In addition, the solubility of the deposition was about 99%, suggesting that it is very different from traditional scaling. The results of a simulation experiment and thermal analysis system (TGA and TG-FTIR) proved that Na2CO3 and Si(OH)4 (gas) are involved in the formation of Na2Si2O5, which is ascribed mainly to the temperature difference between the superheated steam and the pipe wall. These findings provide an important reference for improving the reuse of ASOW and reducing its deposition.

  20. Corrosion Analysis of Water Injection Pipeline in Hailaer Oilfield%海拉尔油田注水管道内腐蚀原因分析及对策

    Institute of Scientific and Technical Information of China (English)

    孙彦吉

    2013-01-01

    The underground water injection pipeline material in Hailar oil field is 20# carbon steel. The pipeline in the operation process suffered inner wall corrosion problem. In order to find out the reasons of corrosion, the conveying media were tested and the corrosion products were andyzed by SEM and EDS, It is found that the internal corrosion of the water injection pipeline was mainly due to the high oxygen content in water injection resulting in oxygen corrosion, and the presence of a large number of chloride ions accelerated pipeline corrosioa Some corrosion prevention measures were put forward, including adopting nanometer inner anticorrosion paint and adding corrosion inhibitor, or using FRP (fibre reinforced plastic) pipeline.%海拉尔油田埋地注水管道材质为20#碳钢,该管道在运行过程中内壁腐蚀问题比较突出.为了查清腐蚀原因,对管道输送介质进行分析,对腐蚀产物进行扫描电镜和能谱分析.结果显示,注水管道内腐蚀的主要原因是注入水中氧含量高,引起管道内壁发生氧腐蚀,同时存在大量的氯离子,加剧了管道的点腐蚀.针对注水管道的腐蚀原因,提出应采取纳米内防腐蚀漆和投加缓蚀剂的防腐蚀措施,或采用玻璃钢材质的注水管线的建议.

  1. Green pipeline dreams; Gruene Pipeline-Traeume

    Energy Technology Data Exchange (ETDEWEB)

    Wiedemann, Karsten

    2010-11-15

    In theory, Germany and the other EU states would be able to cover their natural gas demand completely with pipeline-supplied biomethane. But will this be really possible in practice? The contribution takes a closer look. (orig.)

  2. Ultrasound monitoring of pipelines; Ultraschallueberwachung an Pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Kircher, W.; Skerra, B.; Kobitsch-Meyer, S. [SONOTEC Ultraschallsensorik, Halle GmbH (Germany)

    2007-01-15

    Pipelines are the most modern, effective and safest transport system, which is world widely spread in a network of millions km length and is annually enlarged about thousands of km. It is sure that these systems, if they should stay save and effective, must be maintained adequately. A technique, which provides accurate and reliable measurement data without interrupting the pipeline operation, ''through the wall'', is the ultrasonic technology. This non-intrusive technology provides data for pig detection as well as it is used for recognising products in pipelines, detecting levels or full/empty states and accomplishment of sediment measurement, distance measurements, position detections and leak search. The article gives a review and describes some applications of ultrasonic technology in pipeline technique. (orig.)

  3. ALMA Pipeline: Current Status

    Science.gov (United States)

    Shinnaga, H.; Humphreys, E.; Indebetouw, R.; Villard, E.; Kern, J.; Davis, L.; Miura, R. E.; Nakazato, T.; Sugimoto, K.; Kosugi, G.; Akiyama, E.; Muders, D.; Wyrowski, F.; Williams, S.; Lightfoot, J.; Kent, B.; Momjian, E.; Hunter, T.; ALMA Pipeline Team

    2015-12-01

    The ALMA Pipeline is the automated data reduction tool that runs on ALMA data. Current version of the ALMA pipeline produces science quality data products for standard interferometric observing modes up to calibration process. The ALMA Pipeline is comprised of (1) heuristics in the form of Python scripts that select the best processing parameters, and (2) contexts that are given for book-keeping purpose of data processes. The ALMA Pipeline produces a "weblog" that showcases detailed plots for users to judge how each step of calibration processes are treated. The ALMA Interferometric Pipeline was conditionally accepted in March 2014 by processing Cycle 0 and Cycle 1 data sets. From Cycle 2, ALMA Pipeline is used for ALMA data reduction and quality assurance for the projects whose observing modes are supported by the ALMA Pipeline. Pipeline tasks are available based on CASA version 4.2.2, and the first public pipeline release called CASA 4.2.2-pipe has been available since October 2014. One can reduce ALMA data both by CASA tasks as well as by pipeline tasks by using CASA version 4.2.2-pipe.

  4. Experimental Study on Free Spanning Submarine Pipeline Under Dynamic Excitation

    Institute of Scientific and Technical Information of China (English)

    李昕; 刘亚坤; 周晶; 马恒春; 朱彤

    2002-01-01

    Seismic load has a significant effect on the response of a free spanning submarine pipeline when the pipeline is constructed in a seismically active region. The model experiment is performed on an underwater shaking table to simulate the response of submarine pipelines under dynamic input. In consideration of the effects of the terrestrial and submarine pipeline, water depth, support condition, distance from seabed, empty and full pipeline, and span on dynamic response, 120 groups of experiments are conducted. Affecting factors are analyzed and conclnsions are drawn for reference. For the control of dynamic response, the span of a submarine pipeline is by far more important than the other factors. Meanwhile, the rosponse difference between a submarine pipeline under sine excitation and that under random excitation exists in experiments.

  5. 大口径地下原水管线断裂失效的原因分析%Cause analysis of fracture failure of large-bore underground raw water pipeline

    Institute of Scientific and Technical Information of China (English)

    孙茂文

    2015-01-01

    通过对某原水管线断裂各种可能因素进行检测分析,排除了管线工艺操作造成管线断裂的因素。最终确定管段焊接质量缺陷及管线未消除热胀冷缩应力是断裂的主要原因,及时进行维修,同时提出了整改措施,避免故障进一步扩大。%Through the detection and Analysis on all possible factors of fracture of a raw water pipeline,factor of pipeline operation was eliminated from the cause for pipeline fracture. It was finally determined that the main causes were pipe welding quality had defects and pipeline was not eliminated the thermal expansion and contraction stress ,and timely maintenance was to be carried out. At the same time,the rectification measures were put forward to avoid further expansion of the fault.

  6. 寒区地下输水管道合理埋置深度的研究%Research on Rational Burying Depth of Underground Water Pipeline in Cold Regions

    Institute of Scientific and Technical Information of China (English)

    张科亮; 刘建军

    2012-01-01

    In this paper,the factors affecting the burying depth of underground water pipelines in cold regions are analyzed and some relevant improvements are proposed to solve problems.Practical engineering applications show that the rational burying depth of water pipelines is about 0.9 m in the area of Shihezi.%对影响寒区地下输水管道埋深的因素进行了分析,针对存在的问题提出了相应的改进措施,并通过实际工程验证,应用表明:在石河子地区的土壤冻深等条件下,输水管道合理埋置深度可为0.9m。

  7. Challenges for the heavy oil exportation though pipelines in deep waters; Desafios da exportacao de oleos pesados atraves de oleodutos em aguas profundas

    Energy Technology Data Exchange (ETDEWEB)

    Andreolli, Ivanilto; Borges Filho, Jonas P.; Gaspari, Eduardo F. [PETROBRAS S.A., Rio de Janeiro, RJ (Brazil)

    2008-07-01

    Due to the high pressures, low temperatures, and high viscosities involved, the heavy oil exportation in deep waters through pipelines imposes a number of challenges to be feasible. The viscosities involved in such scenarios are usually very high, which brings most of the system to a laminar flow even for the higher flow rates. In a laminar flow the viscosity is linearly and directly related to the frictional pressure drop and so its precise determination is crucial for the correct results from simulations in transient or in steady state, including the modeling thermal. This work presents some results in steady state and transient simulations of heavy oil of deg API around 16 and pipe length of approximately 20km. For the analyses in the steady state was concluded that in low outflows the required pressures can surpass the pressures in high outflows. In the transient regimen was concluded that in case of long stop, the return to the full outflow surpasses 6 days and the replacement of the fluids from the pipe by diesel is a solution to reduce significantly this time. (author)

  8. 安全控制系统在管道水击保护中的应用%Application of Safety Control System in Water Hammer Protection for Pipeline

    Institute of Scientific and Technical Information of China (English)

    王强; 马宏伟

    2016-01-01

    为了确保长呼原油管道的安全运行,在管道设计时使用Safety Manager系统,其工作方式是2个CPU同时运行,无主备之分;当管道存在水击触发条件后,SM通讯给其他站,并开始计时,达到触发时间,本站设备动作;在水击执行过程,可人工干预,点击“水击综合复位”,终止程序的执行;触发水击保护的条件主要有站关闭、失电、甩泵、站触发ESD等。通过该系统的投入使用,减小了调控操作人员的操作压力,有效保护管道安全运行。%To ensure the safe operation of the ChangHu crude oil pipeline, Safety Manager system was chosen when desig-ning the pipeline, which works by two CPU running at the same time, no standby. When the pipeline exists water hammer trigger conditions, SM communicates to other stations, and time is started, when reaching trigger time, site equipment is operated. In the course of the water hammer, it can be intervened,“water hammer comprehensive reset” was clicked, and the implementation of program was terminated. The condition of trigging water hammer protection is station closed, loss of power, rejection pump and station triggered ESD. Through putting the system into running, the operating pressure of regulating operator was reduced, thus ensuring safe operation of the pipeline effectively.

  9. Discussion on Thrust Design of Large Diameter Water Transmission Pipeline%大口径输水管道的止推设计

    Institute of Scientific and Technical Information of China (English)

    温晓英; 程子悦; 冯树健

    2012-01-01

    Xijiang River water diversion project is the lifeline project in Guangzhou City. The project has big pipeline diameter, high pressure and two pipes are laid in the same trench. The main pipe material is prestressed concrete cylinder pipe (PCCP). Because of the big push force at the elbow of two pipes, the thrust design is the key factor ensuring the safety of the whole system, and also one of the emphases and difficulties in the project design. Based on the specific circumstances of Xijiang River water diversion project, such as the big push force, land shortage, short construction period and so on, the thrust form of steel pipe packed by concrete is chosen. The design of the thrust form is introduced to provide reference for the similar projects.%广州市西江引水工程是广州市的生命线工程,其管径大、压力高,且双管同槽敷设.主管材采用预应力钢筒混凝土管(PCCP),由于弯头处双管推力很大,使得弯头处的止推设计成为保证整个输水系统安全的关键因素,也是工程设计的重点和难点之一.对几种常用的止推形式进行分析,并针对西江引水工程推力大、用地紧张、工期短等具体情况,最终确定了钢管外包混凝土的止推形式.对该种止推形式的设计进行了介绍,可供类似工程参考.

  10. Key Technology for Offshore High Density Polyethylene (HDPE) Water Pipeline%海上高密度聚乙烯输水管道关键技术分析

    Institute of Scientific and Technical Information of China (English)

    胡知辉; 杨涵婷; 唐彪

    2016-01-01

    No uniform standard is available for design and construction of HDPE water pipeline�For the rea⁃son, counter weight, thermal melting welding, internal melted bead ring cutting, offshore construction and other key technologies of HDPE water pipelines are analyzed, and ABAQUS finite element software is used for analog calculation of HDPE water pipeline installation process based on viscoelasticity of HDPE pipes�Conclusions are drawn as follows:the counter weight can ensure pipeline installation and stability, counter weight mass per unit of pipeline length is determined generally based on 45% to 80%, and counter weight spacing of 1 to 2 m can limit pipeline deformation; the thermal melting welding generally follows Danish DS/INF 70 standard, and the melted bead ring generated in the thermal melting welding process could hinder pig passing and increase water resistance to breed microorganisms in the pipeline, so the internal melted bead ring should be cut off; HDPE water pipelines are installed mainly by using dedicated pipeline layers in China and should be laid by increasing length of stinger and reducing tension of the tensioner to ensure construction quality and safety of HDPE pipelines�Research results can provide reference for design of relevant offshore water transfer projects.%目前高密度聚乙烯( HDP E )输水管道设计和施工尚无统一的规范标准。为此,对HDP E输水管道的配重块、热熔焊接、内熔珠环切除和海上施工等关键技术进行分析,同时针对HDPE管材的粘弹性力学特性,采用ABAQUS有限元软件对HDPE输水管道的安装过程进行模拟计算。分析结果表明,配重块可保证管道安装及在位稳定性,一般按45%~80%的空管率确定单位长度管道上的配重块质量,配重块间距为1~2m可以限制管道变形;热熔焊接一般参照丹麦DS/INF 70标准,热熔焊接过程中产生的熔珠环会阻碍清管器通过,增加输水阻力

  11. Mechanism and Application of Air Drying for New Offshore Gas Pipelines

    Institute of Scientific and Technical Information of China (English)

    Cao Xuewen; Wang Liyang; Lin Zonghu

    2005-01-01

    @@ Introduction The hydrostatic test must be carried out on completion of submarine gas pipeline construction, after which the dewatering operation is implemented to remove as much of the fill water as possible from the pipeline. However, after the dewatering operation, there is still some free water left behind on pipeline wall as well as in some low local areas.

  12. INTERNAL REPAIR OF PIPELINES

    Energy Technology Data Exchange (ETDEWEB)

    Robin Gordon; Bill Bruce; Ian Harris; Dennis Harwig; George Ritter; Bill Mohr; Matt Boring; Nancy Porter; Mike Sullivan; Chris Neary

    2004-08-17

    The two broad categories of fiber-reinforced composite liner repair and deposited weld metal repair technologies were reviewed and evaluated for potential application for internal repair of gas transmission pipelines. Both are used to some extent for other applications and could be further developed for internal, local, structural repair of gas transmission pipelines. Principal conclusions from a survey of natural gas transmission industry pipeline operators can be summarized in terms of the following performance requirements for internal repair: (1) Use of internal repair is most attractive for river crossings, under other bodies of water, in difficult soil conditions, under highways, under congested intersections, and under railway. (2) Internal pipe repair offers a strong potential advantage to the high cost of horizontal direct drilling when a new bore must be created to solve a leak or other problem. (3) Typical travel distances can be divided into three distinct groups: up to 305 m (1,000 ft.); between 305 m and 610 m (1,000 ft. and 2,000 ft.); and beyond 914 m (3,000 ft.). All three groups require pig-based systems. A despooled umbilical system would suffice for the first two groups which represents 81% of survey respondents. The third group would require an onboard self-contained power unit for propulsion and welding/liner repair energy needs. (4) The most common size range for 80% to 90% of operators surveyed is 508 mm (20 in.) to 762 mm (30 in.), with 95% using 558.8 mm (22 in.) pipe. Evaluation trials were conducted on pipe sections with simulated corrosion damage repaired with glass fiber-reinforced composite liners, carbon fiber-reinforced composite liners, and weld deposition. Additional un-repaired pipe sections were evaluated in the virgin condition and with simulated damage. Hydrostatic failure pressures for pipe sections repaired with glass fiber-reinforced composite liner were only marginally greater than that of pipe sections without liners

  13. INTERNAL REPAIR OF PIPELINES

    Energy Technology Data Exchange (ETDEWEB)

    Robin Gordon; Bill Bruce; Ian Harris; Dennis Harwig; George Ritter; Bill Mohr; Matt Boring; Nancy Porter; Mike Sullivan; Chris Neary

    2004-12-31

    The two broad categories of fiber-reinforced composite liner repair and deposited weld metal repair technologies were reviewed and evaluated for potential application for internal repair of gas transmission pipelines. Both are used to some extent for other applications and could be further developed for internal, local, structural repair of gas transmission pipelines. Principal conclusions from a survey of natural gas transmission industry pipeline operators can be summarized in terms of the following performance requirements for internal repair: (1) Use of internal repair is most attractive for river crossings, under other bodies of water, in difficult soil conditions, under highways, under congested intersections, and under railway crossings. (2) Internal pipe repair offers a strong potential advantage to the high cost of horizontal direct drilling when a new bore must be created to solve a leak or other problem. (3) Typical travel distances can be divided into three distinct groups: up to 305 m (1,000 ft.); between 305 m and 610 m (1,000 ft. and 2,000 ft.); and beyond 914 m (3,000 ft.). All three groups require pig-based systems. A despooled umbilical system would suffice for the first two groups which represents 81% of survey respondents. The third group would require an onboard self-contained power unit for propulsion and welding/liner repair energy needs. (4) The most common size range for 80% to 90% of operators surveyed is 508 mm (20 in.) to 762 mm (30 in.), with 95% using 558.8 mm (22 in.) pipe. Evaluation trials were conducted on pipe sections with simulated corrosion damage repaired with glass fiber-reinforced composite liners, carbon fiber-reinforced composite liners, and weld deposition. Additional un-repaired pipe sections were evaluated in the virgin condition and with simulated damage. Hydrostatic failure pressures for pipe sections repaired with glass fiber-reinforced composite liner were only marginally greater than that of pipe sections without

  14. INTERNAL REPAIR OF PIPELINES

    Energy Technology Data Exchange (ETDEWEB)

    Robin Gordon; Bill Bruce; Ian Harris; Dennis Harwig; Nancy Porter; Mike Sullivan; Chris Neary

    2004-04-12

    The two broad categories of deposited weld metal repair and fiber-reinforced composite liner repair technologies were reviewed for potential application for internal repair of gas transmission pipelines. Both are used to some extent for other applications and could be further developed for internal, local, structural repair of gas transmission pipelines. Preliminary test programs were developed for both deposited weld metal repair and for fiber-reinforced composite liner repair. Evaluation trials have been conducted using a modified fiber-reinforced composite liner provided by RolaTube and pipe sections without liners. All pipe section specimens failed in areas of simulated damage. Pipe sections containing fiber-reinforced composite liners failed at pressures marginally greater than the pipe sections without liners. The next step is to evaluate a liner material with a modulus of elasticity approximately 95% of the modulus of elasticity for steel. Preliminary welding parameters were developed for deposited weld metal repair in preparation of the receipt of Pacific Gas & Electric's internal pipeline welding repair system (that was designed specifically for 559 mm (22 in.) diameter pipe) and the receipt of 559 mm (22 in.) pipe sections from Panhandle Eastern. The next steps are to transfer welding parameters to the PG&E system and to pressure test repaired pipe sections to failure. A survey of pipeline operators was conducted to better understand the needs and performance requirements of the natural gas transmission industry regarding internal repair. Completed surveys contained the following principal conclusions: (1) Use of internal weld repair is most attractive for river crossings, under other bodies of water, in difficult soil conditions, under highways, under congested intersections, and under railway crossings. (2) Internal pipe repair offers a strong potential advantage to the high cost of horizontal direct drilling (HDD) when a new bore must be created

  15. More than just a vulnerable pipeline: xylem physiology in the light of ion-mediated regulation of plant water transport.

    Science.gov (United States)

    Nardini, Andrea; Salleo, Sebastiano; Jansen, Steven

    2011-10-01

    Major restrictions to the hydraulic conductance of xylem (K(XYL)) in vascular plants have traditionally been attributed to anatomical constraints. More recently, changes in the cationic concentration of xylem sap have been suggested to be responsible for short-term changes in K(XYL) based on data for 35 dicot species, and very few gymnosperms and ferns, indicating that xylem water transport may no longer be considered as an entirely passive process. Recent studies have revealed that this so-called ionic effect: (i) varies from little or no increase to >30%, (ii) is species specific, (iii) changes on a seasonal basis, (iv) depends on the cationic concentration, (v) is enhanced in embolized stems, and (vi) is positively correlated with vessel grouping. Furthermore, the ionic effect has been suggested to play functional roles in planta with respect to: (i) phloem-mediated control of xylem hydraulic properties, (ii) compensation of cavitation-induced loss of hydraulic conductance, with the result of optimizing light and water utilization, and (iii) differential regulation of water delivery to branches exposed to different levels of light. Pits are likely to play a key role in the ionic effect, which has largely been explained as a consequence of the poly-electrolytic nature and hydrogel properties of the pectic matrix of interconduit pit membranes, despite little evidence that pit membrane pectins remain present after cell hydrolysis. More research is needed to address the ionic effect in more species, physico-chemical properties of pit membranes, and how the ionic effect may increase xylem hydraulic conductance 'on demand'.

  16. Holdup Measurement of Pipeline

    Institute of Scientific and Technical Information of China (English)

    LU; Wen-guang; XU; Zheng

    2015-01-01

    This research mainly adopts gamma spectroscopy to detect the pipeline retention.The calculation of retention of uranium has been obtained based on the intensity of gamma rays of 185.715 keV emitted by 235U,and the analysis method for the pipeline retention has been established.

  17. Slurry pipeline hydrostatic testing

    Energy Technology Data Exchange (ETDEWEB)

    Betinol, Roy G.; Navarro Rojas, Luis Alejandro [BRASS Chile S.A., Santiago (Chile)

    2009-07-01

    The transportation of concentrates and tailings through long distance pipeline has been proven in recent years to be the most economic, environmentally friendly and secure means of transporting of mine products. This success has led to an increase in the demand for long distance pipeline throughout the mining industry. In year 2007 alone, a total of over 500 km of pipeline has been installed in South America alone and over 800 km are in the planning stages. As more pipelines are being installed, the need to ensure its operating integrity is ever increasing. Hydrostatic testing of long distance pipeline is one of the most economical and expeditious way to proving the operational integrity of the pipe. The intent of this paper is to show the sound reasoning behind construction hydro testing and the economic benefit it presents. It will show how hydro test pressures are determined based on ASME B31.11 criteria. (author)

  18. Slurry pipeline design approach

    Energy Technology Data Exchange (ETDEWEB)

    Betinol, Roy; Navarro R, Luis [Brass Chile S.A., Santiago (Chile)

    2009-12-19

    Compared to other engineering technologies, the design of a commercial long distance Slurry Pipeline design is a relatively new engineering concept which gained more recognition in the mid 1960 's. Slurry pipeline was first introduced to reduce cost in transporting coal to power generating units. Since then this technology has caught-up worldwide to transport other minerals such as limestone, copper, zinc and iron. In South America, the use of pipeline is commonly practiced in the transport of Copper (Chile, Peru and Argentina), Iron (Chile and Brazil), Zinc (Peru) and Bauxite (Brazil). As more mining operations expand and new mine facilities are opened, the design of the long distance slurry pipeline will continuously present a commercially viable option. The intent of this paper is to present the design process and discuss any new techniques and approach used today to ensure a better, safer and economical slurry pipeline. (author)

  19. Using Water Energy for Electrical Energy Conservation by Building of Micro hydroelectric Generators on The Water Pipelines That Depend on The Difference in Elevation

    Directory of Open Access Journals (Sweden)

    Mohammed Taih Gatte

    2011-12-01

    Full Text Available In this research we study the elevations of cities and the water resources specially at the dams reservoirs and the distance between them(dams & cities, we use the Google Earth program to determine these elevations and calculate the difference between the average level (elevation of water at the dam and the average level of cities, which we want to supply it by water, in order to save electrical power by using the energy of supplied water through pipe line from dams to the cities, the pressure of supplied water must be calculated from the difference in elevations(head. The saving of energy can be achieved by two ways. The first is the energy saving by reduce the consumed power in the pumping water from river, which is used for different purposes. The second is the hydroelectric power generated by establishing a micro hydroelectric generator on the pipe line of the water supplied.

  20. Design and development of Mobile GIS based water supply pipeline walking system%基于移动GIS技术的供水管网巡线系统设计与开发

    Institute of Scientific and Technical Information of China (English)

    曾武; 徐速

    2011-01-01

    基于移动GIS技术设计开发了供水管网巡线系统的结构和功能框架.该系统以中心管理者和现场巡线人员的双向信息沟通的方式实现了高效巡线.这种新的供水管网巡线模式具有定位精确、信息全面准确、统一计划和控制以及信息实时响应速度快等优点,可显著提高供水管网的管理维护能力.%Based on the Mobil GIS technology, the structure and functional framework of a water supply pipeline walking system are designed and developed. With the mode of two-way communication between the manager in the control center and the field personnel, the high efficiency walking of the pipeline is realized by the system. This new walking mode has the merits, such as precise positioning, correct and comprehensive information, unified planning and control, quick real-time responding, etc. , and thus can improve the management and maintenance of the water supply pipeline network.

  1. Prediction of response and damaged length of a subsea pipeline after a full bore rupture

    OpenAIRE

    Mashayekh, Kourosh

    2012-01-01

    The combination of oil and gas reservoirs in sea areas with high shipping traffic brings some challenges for engineers. One of these challenges is related to subsea pipeline systems specially where water depth is classified as shallow or intermediate. Due to large number of vessels passing the area with shallow water depth, interaction between anchors of these vessels and the offshore pipeline can occur. If a dragging anchor hits and subsequently hooks the pipeline, the pipeline could be rupt...

  2. Study on the Protective Measures for Pump-Stopping Water Hammer of Long Distance Pipeline Engineering%某长距离管道输水工程停泵水锤安全防护研究

    Institute of Scientific and Technical Information of China (English)

    周广钰; 吴辉明; 金喜来; 秦韬

    2015-01-01

    Long-distance water pipelines that operating jointly with multi-pump has the characteristics such as large flow and high lift,the sudden-stop will cause water hammer effects in the pipelines,which have huge damages to the system. In order to ensure the safe operation of water conveyance project,it is necessary to analyze the characteristics of water hammer and the corresponding protective measures of water hammer. Taking a water conveyance project as an example,combined with water hammer theory and characteristic line method,the mathematical model of the valve boundary,air valve boundary and pipeline were used to calculate and analyze the pump stopping water hammer of long-distance water pipelines respectively which used protective measures such as air valves,general check valves,slow butterfly valves or their combination. At last,the maximum head,the minimum head as well as the change rule of pump speed and flow relative value was obtained. By comparison,the study found that the operation using water hammer protection measures combined with air valve and the two phase of the butterfly valve could reduce the pipeline extreme pressure and ensure the safe operation of the pipeline and the water pump.%长距离多泵联合运行输水管线具有流量大、扬程高等特点,当突然发生事故停泵时管线会产生水锤,对系统具有很大的破坏性。为了保证输水工程的安全运行,有必要对事故停泵后的水锤特性和相应的水锤防护措施进行分析。以某输水工程为例,运用阀门边界、空气阀边界、管道等数学模型,并结合水锤理论和特征线法,分别对采用空气阀、普通止回阀、缓闭式蝶阀及其组合等防护措施的长距离运行输水管线的停泵水锤进行计算和分析,得到了管道沿程的最大水头、最小水头线以及水泵转速和流量相对值的变化规律。通过对比发现,采用空气阀、两阶段缓闭蝶阀等水锤防护措施组合运

  3. Analysis on Handling Method for Sand Hole in Lubricating Water Pipeline of Seepage Drainage Pump%渗漏排水泵润滑水管路沙眼的处理方法分析

    Institute of Scientific and Technical Information of China (English)

    黄永华

    2013-01-01

    通过介绍对万家寨水电站渗漏排水泵润滑水管沙眼问题的处理方法,分析了设计选材、地面施工质量以及混凝土中埋设管路根部防锈等问题。经过处理,万家寨水电站设备运行安全、可靠、高效。%In this paper, the handling method for sand hole in the lubricating water pipeline of seepage drainage pump of Wanjiazhai Hy-dropower Station is introduced.Furthermore, handling material selection, ground construction quality and rust protection of the root of the pipeline buried in concrete are analyzed.Through the treatment, Wanjiazhai Hydropower Station operates safely, reliably and in high effi-ciency.

  4. 有压管道水锤数学模型分析和防护技术%Analysis on Mathematical Model for Water Hammer in Pressure Pipeline and Discussion on Its Protection

    Institute of Scientific and Technical Information of China (English)

    荣禹; 张嘉军; 张乾

    2012-01-01

    Choosing the right mathematical model and reasonable scheme of water hammer protection is very important for the safely operation of long distance water transmission pipeline. Based on the related theory and the engineering practice for many years, the mathematical model for water hammer calculation was described, the latest technology of water hammer protection was introduced, and the reasonable mathematical model for water hammer calculation and the optimum scheme of pressure pipeline water hammer protection were recommended.%长距离输水管道水锤计算数学模型的正确选用及合理选择水锤防护方案对管道安全运行至关重要.根据相关理论和多年工程实践,简要说明了水锤计算数学模型,介绍了水锤防护技术的最新研究进展,推荐了较为合理的水锤计算数学模型和最佳压力管道水锤防护方案.

  5. Preliminary GIS based analysis of seismic risk in water pipeline lifeline system in urban infrastructure of Chania (Crete)

    Science.gov (United States)

    Kouli, Maria; Papadopoulos, Ilias; Vallianatos, Filippos

    2013-08-01

    The lifelines seismic risk assessment is based on a fuzzy classification on parameters related to geometry (effective length distribution L) and constructive details (material type C) along with urban (U) and economic (E) parameters. Then a functional value G = f(L, C, U, E) is constructed as an indicator of risk of the element/system under investigation. In the present study a new functional Fg is introduced in a GIS environment. The application of spatial analysis methods provides a better understanding of the possible failure patterns and trends in water distribution networks. The Fg parameter takes into account the influence of geological and seismotectonic environment in a local scale, constructed in a way to reflect the amplification factor A (X), where X local coordinate of the cell, which experimentally could be estimated. The Fg= f(A(X), U(X), L(X)) is strongly affected by the local geotectonic conditions as well the spatial distribution of population and the geometrical lattice of pipe line system. The proposed index was applied in the city of Chania, Crete island, as the functioning of the infrastructure during and especially after a destructive earthquake, in the front of the Hellenic Arc, is of vital importance for the society and contributes to the rescue and emergency operations. We propose Fg mainly for systems where site effects are important and present a significant spatial inhomogeneity while at the same time the examined urban system has no constructive variability it time and space.

  6. On the influence of the UOE forming process on material properties and collapse pressure of deep water pipelines: experimental work

    Energy Technology Data Exchange (ETDEWEB)

    Timms, Chris; Swanek, Doug; DeGeer, Duane [C-FER Technologies, Alberta (Canada); Mantovano, Luciano O. [Tenaris Siderca, Buenos Aires (Argentina); Ernst, Hugo A. [Tenaris Siderca, Buenos Aires (Argentina). Structural Integrity Dept.; Toscano, Rita G. [SIM y TEC, Buenos Aires (Argentina); Souza, Marcos P.; Chad, Luis C. [Tenaris Confab, Pindamonhangaba, SP (Brazil)

    2009-07-01

    Large diameter pipes for onshore and offshore applications are manufactured using the UOE process. The manufacturing process consists in the cold forming of heavy plates followed by welding and then by an expansion. It has been demonstrated in previous work that, for deep water applications, the cold forming process involved in UOE pipe manufacturing significantly reduces pipe collapse strength. To improve the understanding of these effects, Tenaris has embarked on a program to model the phases of the UOE manufacturing process using finite element methods. Previous phases of this work formulated the basis for the model development and described the 2D approach taken to model the various steps of manufacture. More recent developments included modeling enhancements, some sensitivity analyses, and comparison of predictions to the results of full-scale collapse testing performed at C FER. This work has shown correlations between manufacturing parameters and collapse pressure predictions. The results of the latest phase of the research program are presented in this paper. This work consists of full scale collapse testing and extensive coupon testing on samples collected from various stages of the UOE pipe manufacturing process including plate, UO, UOE, and thermally aged UOE. Four UOE pipe samples manufactured with varying forming parameters were provided by Tenaris for this test program along with associated plate and UO samples. Full-scale collapse and buckle propagation tests were conducted on a sample from each of the four UOE pipes including one that was thermally aged. Additional coupon-scale work included measurement of the through thickness variation of material properties and a thermal ageing study aimed at better understanding UOE pipe strength recovery. The results of these tests will provide the basis for further refinement of the finite element model as the program proceeds into the next phase. (author)

  7. Analysis of Test Index of the Third Design Unit of above Water Pipeline Engineering of South to North Water Transfer Project Water Plant in Hengshui City%衡水市南水北调配套工程水厂以上输水管道第3设计单元工程土工试验指标分析

    Institute of Scientific and Technical Information of China (English)

    贾静

    2014-01-01

    This paper mainly describes the test index of the third design unit of above water pipeline engineering of south to north water transfer project water plant in Langfang city, and put forward my own opinion.%本文主要深入探讨了衡水市南水北调配套工程水厂以上输水管道第3设计单元工程土工试验指标,并提出了自己的观点。

  8. Computer models of complex multiloop branched pipeline systems

    Science.gov (United States)

    Kudinov, I. V.; Kolesnikov, S. V.; Eremin, A. V.; Branfileva, A. N.

    2013-11-01

    This paper describes the principal theoretical concepts of the method used for constructing computer models of complex multiloop branched pipeline networks, and this method is based on the theory of graphs and two Kirchhoff's laws applied to electrical circuits. The models make it possible to calculate velocities, flow rates, and pressures of a fluid medium in any section of pipeline networks, when the latter are considered as single hydraulic systems. On the basis of multivariant calculations the reasons for existing problems can be identified, the least costly methods of their elimination can be proposed, and recommendations for planning the modernization of pipeline systems and construction of their new sections can be made. The results obtained can be applied to complex pipeline systems intended for various purposes (water pipelines, petroleum pipelines, etc.). The operability of the model has been verified on an example of designing a unified computer model of the heat network for centralized heat supply of the city of Samara.

  9. Pipeline river crossing studies; Estudos de travessias de dutos

    Energy Technology Data Exchange (ETDEWEB)

    Leal, Marcos de Castro; Stasiak, Luciano; Silva, Alessandra de Barros e [ESTEIO Engenharia e Aerolevantamentos S.A., Curitiba, PR (Brazil)

    2005-07-01

    This work has for objective to guide the execution of study of pipelines crossings under courses of water, channels, flooded areas and reservoirs. The study seeks the minimal risks to the pipelines, be them anthropics, geotechnics, hydraulics or environmental, as in the implantation phase as of operation. It also seeks to determine which is the best constructive method for the crossing in question. (author)

  10. 30 CFR 250.1002 - Design requirements for DOI pipelines.

    Science.gov (United States)

    2010-07-01

    ... Section 250.1002 Mineral Resources MINERALS MANAGEMENT SERVICE, DEPARTMENT OF THE INTERIOR OFFSHORE OIL AND GAS AND SULPHUR OPERATIONS IN THE OUTER CONTINENTAL SHELF Pipelines and Pipeline Rights-of-Way... effects of water currents, storm or ice scouring, soft bottoms, mud slides, earthquakes, subfreezing...

  11. Analysis on Mechanism of Flowing Cooling Water on Ship Pipeline Accelerated Corrosion%流动冷却水对船舶管路的冲刷加速腐蚀机理

    Institute of Scientific and Technical Information of China (English)

    杨元龙

    2015-01-01

    为研究船舶冷却水管路流动冲蚀失效过程,明晰冷却水管路易发生腐蚀破损的薄弱部位,建立船舶冷却水系统管路数理模型,采用基于CFD数值模拟的方法研究冷却水管路系统压力场和流速场运行特性,结合引发流动冷却水冲蚀管道的机理,得到弯头、三通管等易损部位的流速、湍动能、剪切应力和压力的参数分布。分析冷却水管路内流场,判定三通管流出支管易遭受冲击腐蚀和冲刷腐蚀,三通管焊缝区域易遭受空泡腐蚀,弯管中游靠内壁区域受冲击腐蚀、冲刷腐蚀和空泡腐蚀。%For the study of ship cooling water flow erosion failure process, weak position coming from corrosion damages for cooling water pipe were cleared.The mathematical and physical models of ship cooling water pipeline are established.The opera-tion characteristics with pressure and velocity field for the cooling water pipeline are analyzed by using CFD simulation.Three mechanisms comprised impingement corrosion, brush corrosion and cavitation erosion, which could induce pipeline erosion by flowing cooling water are inserted.The key predicting parameter such as local velocity, turbulence kinetic energy, wall shears and pressure around T-junction and elbow regions are obtained.Based on the analysis of flow field within the cooling water pipe-line, the calculated results indicated that impingement corrosion and brush corrosion are easy to come up.Cavitation erosion is easy to take place at the region of weld joint for T-junction.All of impingement corrosion, brush corrosion and cavitation erosion can happen midstream elbow rely on inner wall region.

  12. 新疆水利厅试验场灌区干管管线工程地质评价%Evaluation of Engineering Geology of Main Pipeline in Test Field Irrigation Area of Xinjiang Water Conservancy Bureau

    Institute of Scientific and Technical Information of China (English)

    袁志伟

    2014-01-01

    新疆水利厅试验场灌区干管管线地处新疆天山北坡倾斜剥蚀冲积平原区及北部沙漠区南缘,水文地质及工程地质情况复杂,冻胀、侵蚀等问题也给工程施工带来较大困难。通过对灌区干管管线工程地质的评价,为类似工程的管线布置和设计施工提供参考和借鉴。%The test field of Xinjiang water conservancy bureau of main pipeline is in the tilt erosion alluvial plain area and north desert area of north slopes of Tianshan Mountains.Its hydrogeology and engineering geology is complex, frost heaving and erosion are also greater difficulties for engineering construction.By evaluating engineering geology of main pipeline of irrigation area, can private tech-nical reference for pipeline arrangement and design construction for similar projects.

  13. An Overview of Deepwater Pipeline Laying Technology

    Institute of Scientific and Technical Information of China (English)

    LI Zhi-gang; WANG Cong; HE Ning; ZHAO Dong-yan

    2008-01-01

    The technology and methods involved in pipeline laying in shallow water have evolved to the level of routine and commonplace. However, regarding the unexpected deepwater complexity, the traditional pipeline laying techniques have to confront many new challenges arisen from the increase of the water depth, diameter of the pipe and the welding difficulty, all of which should be modified and/or innovated based on the existed mature experiences. The purpose of this investigation is to outline the existing and new engineering laying techniques and the associated facilities, which can provide some significant information to the related research. In the context, the latest deepwater pipeline laying technology and pipe laying barges of the renowned companies from Switzerland, Norway, Italy etc., are introduced and the corresponding comparison and discussion are presented as well.

  14. Natural Gas Liquid Pipelines

    Data.gov (United States)

    Department of Homeland Security — Natural gas interstate and intrastate pipelines in the United States. Based on a variety of sources with varying scales and levels of accuracy and therefore accuracy...

  15. BSEE_Pacific_Pipelines

    Data.gov (United States)

    Bureau of Ocean Energy Management, Department of the Interior — This data set contains the locations of oil and gas pipelines in the Bureau of Safety and Environmental Enforcement Pacific OCS Region

  16. Central oxygen pipeline failure

    African Journals Online (AJOL)

    Anaesthetic and critical care staff play a governing role in the comprehension of a ... complete central oxygen pipeline failure occurred throughout. Tygerberg Hospital. ..... emergency stations and at plant room emergency supply manifolds.

  17. Pipeline coating comparison methods for northern pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Singh, P. [Shaw Pipe Protection, Calgary, AB (Canada); Purves, G.A. [Cimarron Engineering Ltd., Calgary, AB (Canada)

    2004-07-01

    Two high-quality pipe coatings designed for northern environments were compared for their relative costs and suitability for the conditions that will be encountered in the field. Coating selection should consider local conditions to achieve the optimum life-cycle costs for the system. Some of the key factors affecting the integrity of the protective coating on a pipe include the effects of cold temperature and soil types. In this study, both Fusion Bonded Epoxy (FBE) and High Performance Composite Coatings (HPCC) were evaluated for an entire pipeline installation in a northern environment, from the coating plant to the pipe trench. The evaluation focused on the advantages of better abrasion resistance of the HPCC coating. This was compared against the incremental cost of HPCC coating over FBE on large diameter NPS 30 to NPS 48 pipelines. The following parameters influenced the choice of coating: storage, transportation and handling; bending ability under cold weather conditions; pipe installation and backfilling; weld joint coatings; coating repair and cathodic protection and pipeline integrity. Some of the construction costs that are indirectly affected by the choice of pipe coating include right-of-way preparation and restoration; trenching; supervision, service and downtime and specialist crossings. It was concluded that HPCC has better resistance to abrasion than FBE and is more flexible in extremely cold temperatures. Standard FBE is about 10 per cent less expensive than HPCC. In general HPCC will require less coating protection than FBE, depending on site conditions. 3 refs., 18 tabs., 8 figs.

  18. 33 CFR 209.310 - Representation of submarine cables and pipelines on nautical charts.

    Science.gov (United States)

    2010-07-01

    ... cables and pipelines on nautical charts. 209.310 Section 209.310 Navigation and Navigable Waters CORPS OF... of submarine cables and pipelines on nautical charts. (a) The policy of the Corps of Engineers with respect to showing the locations of submarine cables and pipelines on nautical charts published by...

  19. 18 CFR 357.3 - FERC Form No. 73, Oil Pipeline Data for Depreciation Analysis.

    Science.gov (United States)

    2010-04-01

    ... Pipeline Data for Depreciation Analysis. 357.3 Section 357.3 Conservation of Power and Water Resources... No. 73, Oil Pipeline Data for Depreciation Analysis. (a) Who must file. Any oil pipeline company requesting new or changed depreciation rates pursuant to part 347 of this title if the proposed...

  20. Modeling and monitoring of pipelines and networks advanced tools for automatic monitoring and supervision of pipelines

    CERN Document Server

    Torres, Lizeth

    2017-01-01

    This book focuses on the analysis and design of advanced techniques for on-line automatic computational monitoring of pipelines and pipe networks. It discusses how to improve the systems’ security considering mathematical models of the flow, historical flow rate and pressure data, with the main goal of reducing the number of sensors installed along a pipeline. The techniques presented in the book have been implemented in digital systems to enhance the abilities of the pipeline network’s operators in recognizing anomalies. A real leak scenario in a Mexican water pipeline is used to illustrate the benefits of these techniques in locating the position of a leak. Intended for an interdisciplinary audience, the book addresses researchers and professionals in the areas of mechanical, civil and control engineering. It covers topics on fluid mechanics, instrumentation, automatic control, signal processing, computing, construction and diagnostic technologies.

  1. Energy study of pipeline transportation systems. Executive summary. Final report

    Energy Technology Data Exchange (ETDEWEB)

    Banks, W. F.

    1977-12-31

    The basic objectives of the overall study were to (1) characterize the pipeline industry and understand its energy consumption in each of the five major pipeline-industry segments: gas, oil, slurry, fresh water, and waste water; (2) identify opportunities for energy conservation in the pipeline industry, and to recommend the necessary R, D, and D programs to exploit those opportunities; (3) characterize and understand the influence of the Federal government on introduction of energy conservative innovations into the pipeline industry; and (4) assess the future potential of the pipeline industry for growth and for contribution to the national goal of energy conservation. This project final report is an executive summary presenting the results from the seven task reports.

  2. Study on the Cause of New-born Pollutants in Oilfield Water Injection Pipelines%油田注水管网中新生污染物的成因研究

    Institute of Scientific and Technical Information of China (English)

    蔡徇

    2016-01-01

    以大庆油田杏南地区不同来源的回注采出水为试验介质,制备不同比例的混合注水水样并分析其中悬浮固体的含量及成分,得出杏南地区注水管网中出现大量新生污染物的主要原因是不同来源的污水以混注的方式进入注水管网,不仅导致悬浮固体含量增加,还使得细菌大量滋生.进一步以注水井口出现的黑色黏稠物为试验介质,换算出注水管网中细菌与悬浮固体含量的对应关系,即每增加1个细菌,对应增加约4.0×10-8 mg的悬浮固体含量.%Use Xingnan area of Daqing Oilfield different sources of reinjection produced water as the test medium, prepare different proportions of mixed water injection water sam-ples and analysis of the content and composition of the suspended solid, it is concluded that Xingnan region appear a large number of new pollutants in water injection pipelines the main cause is the different sources of wastewater into water injection pipelines in the form of blend-ed injection, not only lead to suspended solid content, also makes bacteria infested. Use black viscous appears in water injection well head as experiment medium;figure out bacteria and suspended solid content in the water injection pipe network as follows: the relation be-tween every increase a bacteria, corresponding increased about 4.0x10-8 mg content of sus-pended solid.

  3. 77 FR 2126 - Pipeline Safety: Implementation of the National Registry of Pipeline and Liquefied Natural Gas...

    Science.gov (United States)

    2012-01-13

    ... Registry of Pipeline and Liquefied Natural Gas Operators AGENCY: Pipeline and Hazardous Materials Safety... registry of pipeline and liquefied natural gas operators. FOR FURTHER INFORMATION CONTACT: Jamerson Pender... 72878), titled: ``Pipeline Safety: Updates to Pipeline and Liquefied Natural Gas Reporting...

  4. Pipeliners go regulator shopping

    Energy Technology Data Exchange (ETDEWEB)

    Byfield, M.

    1996-12-09

    The weakening of Alberta`s regulatory grip on gas pipelines was discussed. Palliser Pipeline Limited has challenged Nova Corp`s monopoly by applying to the National Energy Board (NEB) for permission to build a 150-mile pipeline from Calgary to the Saskatchewan border. If the $350 million project proceeds, it would mean that gas would be flowing out of Alberta for the first time through a line that is not operated by Nova Corp. Palliser would operate with a lower shipping toll, set by the NEB rather than Alberta`s Energy and Utilities Board. Alliance Pipeline Ltd. will also apply to the NEB to build a 1850-mile pipeline that would originate in British Columbia, cross Alberta and terminate in Chicago. Nova Corp has implied that it might have to consider charging distance-based tolls if the Palliser bypass line proceeds. However, Palliser countered that it should not be necessary to change the postage stamp system for that small a fraction. Palliser suggested that Nova was simply reacting because it was facing competition for the first time. Final decision is in the hands of the federal government.

  5. Protecting a pipeline

    Energy Technology Data Exchange (ETDEWEB)

    Gray, D.H (Univ. of Michigan, Ann Arbor, MI (United States)); Garcia-Lopez, M. (Ingenieria y Geotecnia Ltda., Santafe de Bogota (Colombia))

    1994-12-01

    This article describes some of the difficulties in constructing an oil pipeline in Colombia across a forested mountain range that has erosion-prone slopes. Engineers are finding ways to protect the pipeline against slope failures and severe erosion problems while contending with threats of guerrilla attacks. Torrential rainfall, precipitous slopes, unstable soils, unfavorable geology and difficult access make construction of an oil pipeline in Colombia a formidable undertaking. Add the threat of guerrilla attacks, and the project takes on a new dimension. In the country's central uplands, a 76 cm pipeline traverses some of the most daunting and formidable terrain in the world. The right-of-way crosses rugged mountains with vertical elevations ranging from 300 m to 2,000 mm above sea level over a distance of some 30 km. The pipeline snakes up and down steep forested inclines in some spots and crosses streams and faults in others, carrying the country's major export--petroleum--from the Cusiana oil field, located in Colombia's lowland interior, to the coast.

  6. 聚驱油气水三相流混输管道压降修正计算方法%The Modified Calculation of Oil- Gas- Water Mixed Transportation Pipeline Pressure Drop in Polymer Flooding

    Institute of Scientific and Technical Information of China (English)

    董喜贵; 刘书孟; 吴新勃

    2016-01-01

    油气水三相混输管道的水力计算是油气管道设计和生产运行方案制定的基础。采用Beggs-Brill模型进行聚驱采出液油气水三相流混输管道水力计算时误差较大,平均相对误差为33.26%。为了提高模型的计算精度,以拟合优度最大为目标研究建立了Beggs-Brill水力修正计算模型,并以萨南油田聚驱采出液油气水三相混输管道生产运行数据为样本进行了验证,结果表明,修正后模型的平均相对误差比修正前降低了21.64%,计算精度大幅度提高。%The hydraulic calculation of oil-gas-water mixed transportation pipeline is the foundation of oil-gas pipeline design and production running. Beggs-Brill Model leads to serious errors which average value could reach 33.26%, when it was used for calculation of oil-gas-water mixed transportation pipeline pressure drop in polymer flooding. In order to improve the calculation accuracy, a modified mode aiming for maximum goodness of fit was founded.The modified Beggs-Brill model was tested by the production data of South-Saer-tu Oilfield. The result indicated that calculation accuracy of modified model has been im-proved remarkably,the average value decreased 21.64% than that of the original model.

  7. 77 FR 31827 - Pipeline Safety: Pipeline Damage Prevention Programs

    Science.gov (United States)

    2012-05-30

    ... Safety: Pipeline Damage Prevention Programs AGENCY: Pipeline and Hazardous Materials Safety... excavation damage prevention law enforcement programs; establish an administrative process for making... excavation damage prevention law enforcement programs; and establish the adjudication process...

  8. Fiber optic accelerometer for pipeline surveillance

    Energy Technology Data Exchange (ETDEWEB)

    Valente, Luiz C.G.; Cabral, Bruno S. [LUPATECH Monitoring Systems, Caxias do Sul, RS (Brazil); Braga, Arthur M.B. [Pontificia Universidade Catolica do Rio de Janeiro (PUC-Rio), Rio de Janeiro, RJ (Brazil). Dept. de Engenharia Mecanica

    2009-07-01

    The use of accelerometers for monitoring vibration due to impacts and other sources associated with pipeline operation is not new, but conventional electric accelerometers present practical problems to be deployed in the field. In this paper we evaluate the use of both commercially available and prototypes of new optical fiber accelerometers for this application. They all share the possibility of operating at long distances from the reading unit. All tests were performed at CTDUT facilities on free pipes as well as on a 14 pol-OD, 100 meters long pipeline loop. Using controlled impacts, several aspects of the application have been analyzed such as different ways of fixing the accelerometers to the pipeline wall, influence of barriers between impact and sensor, and signal propagation through buried sections of pipeline. Results of measurements performed during the operation of the loop are also presented. They include passing PIGs, pumping water out from the system, and working on the tubes to open the loop. Results indicate that the accelerometers can be placed at distances measuring hundreds of meters from the source of vibration, and that the difference in time and frequency behavior of signals measured by sensors placed in different locations along the pipeline may be used to locate and identify that source. (author)

  9. A Study of Cone Valve Energy Dissipation in High-pressure Water Pipeline%高压输水管道中锥形阀的消能研究

    Institute of Scientific and Technical Information of China (English)

    罗毅; 谭哲武

    2015-01-01

    The internal energy dissipation about high-pressure water pipeline is essential for the security of water conveyance struc‐tures .Based on the background of a water supply project in Liaoning Province .this paper studies the cone valve's function in high-pressure water pipelines by way of physical model test method .The study gets test results mainly from the perspectives of flow re‐gime ,flow rate of the flow section ,pressure and so on Based on these results ,it calculates the valve of final energy dissipation rate . The test results show that cone valve can release the energy of water when water conveyance structure is working to some degree .So it ensures the safety of pipes .The research findings serve as a reference for similar projects .%高压输水管道内部消能对于输水建筑物的安全至关重要。基于辽宁省供水工程为研究背景,采用物理模型试验的方法,研究锥形阀内部消能工在高压输水管道中的消能效果。试验研究主要从锥形阀过流断面的流态、流速、压力等水力学参数进行成果分析,由试验数据计算锥形阀最终的消能率。试验成果研究表明,锥形阀消能工在输水隧洞的运行过程中能够很大程度上降低水流的能量,从而保证了输水隧洞运行的安全。试验的研究成果可供类似工程参考。

  10. CPL: Common Pipeline Library

    Science.gov (United States)

    ESO CPL Development Team

    2014-02-01

    The Common Pipeline Library (CPL) is a set of ISO-C libraries that provide a comprehensive, efficient and robust software toolkit to create automated astronomical data reduction pipelines. Though initially developed as a standardized way to build VLT instrument pipelines, the CPL may be more generally applied to any similar application. The code also provides a variety of general purpose image- and signal-processing functions, making it an excellent framework for the creation of more generic data handling packages. The CPL handles low-level data types (images, tables, matrices, strings, property lists, etc.) and medium-level data access methods (a simple data abstraction layer for FITS files). It also provides table organization and manipulation, keyword/value handling and management, and support for dynamic loading of recipe modules using programs such as EsoRex (ascl:1504.003).

  11. Pipeline rehabilitation planning

    Energy Technology Data Exchange (ETDEWEB)

    Palmer-Jones, Roland; Hopkins, Phil; Eyre, David [PENSPEN (United Kingdom)

    2005-07-01

    An operator faced with an onshore pipeline that has extensive damage must consider the need for rehabilitation, the sort of rehabilitation to be used, and the rehabilitation schedule. This paper will consider pipeline rehabilitation based on the authors' experiences from recent projects, and recommend a simple strategy for planning pipeline rehabilitation. It will also consider rehabilitation options: external re-coating; internal lining; internal painting; programmed repairs. The main focus will be external re-coating. Consideration will be given to rehabilitation coating types, including tape wraps, epoxy, and polyurethane. Finally it will discuss different options for scheduling the rehabilitation of corrosion damage including: the statistical comparison of signals from inspection pigs; statistical comparison of selected measurements from inspection pigs and other inspections; the use of corrosion rates estimated for the mechanisms and conditions; expert judgement. (author)

  12. 78 FR 70623 - Pipeline Safety: Meeting of the Gas Pipeline Advisory Committee and the Liquid Pipeline Advisory...

    Science.gov (United States)

    2013-11-26

    ... gas pipelines and for hazardous liquid pipelines. Both committees were established under the Federal... Administration [Docket No. PHMSA-2009-0203] Pipeline Safety: Meeting of the Gas Pipeline Advisory Committee and the Liquid Pipeline Advisory Committee AGENCY: Pipeline and Hazardous Materials Safety...

  13. Overview of interstate hydrogen pipeline systems.

    Energy Technology Data Exchange (ETDEWEB)

    Gillette, J .L.; Kolpa, R. L

    2008-02-01

    . The following discussion will focus on the similarities and differences between the two pipeline networks. Hydrogen production is currently concentrated in refining centers along the Gulf Coast and in the Farm Belt. These locations have ready access to natural gas, which is used in the steam methane reduction process to make bulk hydrogen in this country. Production centers could possibly change to lie along coastlines, rivers, lakes, or rail lines, should nuclear power or coal become a significant energy source for hydrogen production processes. Should electrolysis become a dominant process for hydrogen production, water availability would be an additional factor in the location of production facilities. Once produced, hydrogen must be transported to markets. A key obstacle to making hydrogen fuel widely available is the scale of expansion needed to serve additional markets. Developing a hydrogen transmission and distribution infrastructure would be one of the challenges to be faced if the United States is to move toward a hydrogen economy. Initial uses of hydrogen are likely to involve a variety of transmission and distribution methods. Smaller users would probably use truck transport, with the hydrogen being in either the liquid or gaseous form. Larger users, however, would likely consider using pipelines. This option would require specially constructed pipelines and the associated infrastructure. Pipeline transmission of hydrogen dates back to late 1930s. These pipelines have generally operated at less than 1,000 pounds per square inch (psi), with a good safety record. Estimates of the existing hydrogen transmission system in the United States range from about 450 to 800 miles. Estimates for Europe range from about 700 to 1,100 miles (Mohipour et al. 2004; Amos 1998). These seemingly large ranges result from using differing criteria in determining pipeline distances. For example, some analysts consider only pipelines above a certain diameter as transmission lines

  14. The TROBAR pipeline

    Science.gov (United States)

    Stefanon, Mauro

    TROBAR is a 60cm robotic telescope installed at the Observatrio de Aras de los Olmos (OAO), approximately 100km north-west of Valencia (Spain). It is currently equipped with a 4K×4K optical camera covering a FoV of 30×30 arcmin^2. We are now implementing a pipeline for the automatic reduction of its data. In this paper we will present the main features of the pipeline, with particular care to some of the algorithms implemented to assess the quality of the produced data and showing their application to synthetic images.

  15. Energy consumption in the pipeline industry

    Energy Technology Data Exchange (ETDEWEB)

    Banks, W. F.

    1977-12-31

    Estimates are developed of the energy consumption and energy intensity (EI) of five categories of U.S. pipeline industries: natural gas, crude oil, petroleum products, coal slurry, and water. For comparability with other transportation modes, it is desirable to calculate EI in Btu/Ton-Mile, and this is done, although the necessary unit conversions introduce additional uncertainties. Since water and sewer lines operate by lift and gravity, a comparable EI is not definable.

  16. 舰船首尾移水系统水锤特性仿真与试验%The water hammer characteristic simulation and test study in warship system pipeline

    Institute of Scientific and Technical Information of China (English)

    蔡标华

    2011-01-01

    The pipeline between stem cabin and stern cabin in warship has some characteristics, such as pipeline length,hydraulic conditions complex and high velocity. After moving water,electro-hydraulic ball valve needs to be automatically fast to cut off the system. These cause the system exists serious water hammer problem in actual operation. This paper studies the water hammer characteristic of pitch trim system in warship by simulation and test methods. The results show that when the electtic-hydraulic globe vavle is closed rapidly, the water hammer phenomena exists obviously in the system, and the peak value of pressure increases with the satuation more closer to vavle. The system water hammer can be reduced effectively through the measure to add the response time of vavle.%舰船首尾水舱移水管路具有管路长、水力条件复杂、流速较高等特点,且移水结束后,电液球阀需要被自动地快速切断系统,系统在实际运行中存在着比较严重的水锤问题.本文采用仿真与试验的方法,对舰船首尾移水系统水锤特点进行了研究.结果表明,电液球阀快速关闭时,系统存在明显的水锤现象,离阀门越近的位置,压力冲击峰值越大;延长电液球阀关闭时间,可以有效抑制系统水锤的冲击.

  17. Sinopec: Pipeline Goes Ahead

    Institute of Scientific and Technical Information of China (English)

    Xie Ye

    2002-01-01

    @@ Asia's largest refinery, Sinopec Corp, will proceed with a 1,600-kilometre oil pipeline across southern provinces of China, although speculation continues to linger that the company will scrap the plan due to a postponement of the multi-million-dollar project.

  18. Improved, Low-Stress Economical Submerged Pipeline

    Science.gov (United States)

    Jones, Jack A.; Chao, Yi

    2011-01-01

    A preliminary study has shown that the use of a high-strength composite fiber cloth material may greatly reduce fabrication and deployment costs of a subsea offshore pipeline. The problem is to develop an inexpensive submerged pipeline that can safely and economically transport large quantities of fresh water, oil, and natural gas underwater for long distances. Above-water pipelines are often not feasible due to safety, cost, and environmental problems, and present, fixed-wall, submerged pipelines are often very expensive. The solution is to have a submerged, compliant-walled tube that when filled, is lighter than the surrounding medium. Some examples include compliant tubes for transporting fresh water under the ocean, for transporting crude oil underneath salt or fresh water, and for transporting high-pressure natural gas from offshore to onshore. In each case, the fluid transported is lighter than its surrounding fluid, and thus the flexible tube will tend to float. The tube should be ballasted to the ocean floor so as to limit the motion of the tube in the horizontal and vertical directions. The tube should be placed below 100-m depth to minimize biofouling and turbulence from surface storms. The tube may also have periodic pumps to maintain flow without over-pressurizing, or it can have a single pump at the beginning. The tube may have periodic valves that allow sections of the tube to be repaired or maintained. Some examples of tube materials that may be particularly suited for these applications are non-porous composite tubes made of high-performance fibers such as Kevlar, Spectra, PBO, Aramid, carbon fibers, or high-strength glass. Above-ground pipes for transporting water, oil, and natural gas have typically been fabricated from fiber-reinforced plastic or from more costly high-strength steel. Also, previous suggested subsea pipeline designs have only included heavy fixed-wall pipes that can be very expensive initially, and can be difficult and expensive

  19. Permanent cathodic protection monitoring systems for offshore pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Britton, Jim [Deepwater Corrosion Services Inc., Houston, TX (United States)

    2009-07-01

    Historically offshore pipeline cathodic protection monitoring has relied on the use of portable survey techniques. This has typically relied on ROV assisted or surface deployed survey methods. These methods have been shown to have technical as well as economic shortcomings, this is particularly true of buried offshore pipelines where accuracy is always questionable. As more focus is being placed on offshore pipeline integrity, it was time for a new method to emerge. The technology discussed involves the retro-placement of permanent clamp-on monitors onto the pipeline which can measure pipeline to seawater potential as well as current density. The sensors can be interrogated locally using light powered subsea voltage readouts. Application of the technology can be either during pipeline construction, during installation of life extension CP systems, or during routine subsea pipeline interventions. The new method eliminates the need for long cables or expensive acoustic or modulated data transfer and provides all the information required to fully verify CP system performance, thus eliminating the need for expensive close-interval surveys. Some deployment case histories will be presented along with feasibility of application on deep water pipelines and comparative economics. (author)

  20. Advances in riser and pipeline technologies

    Energy Technology Data Exchange (ETDEWEB)

    Kan, Wan C.; Mortazavi, Mehrdad; Weir, Michael S. [ExxonMobil Development Company, Dallas, TX (United States)

    2009-12-19

    As oil and gas production continues to move into new frontier areas, novel applications of the existing riser and pipeline technologies need to be developed to meet the often more stringent requirements encountered in these environments. The challenges include ultra deep water, harsh environments, aggressive fluid conditions, and local content objectives, etc. They will require industry to constantly extend, expand, and enhance the broad range of solution options. Also, the existing design criteria in industry may need to be revised or new criteria may need to be developed to satisfy these needs. Exxon Mobil (Em) employs, and works with others in industry to promote robust design and operating practices. This approach requires in-depth understanding, sound engineering principles, advanced analysis, uncertainty management, and supportive qualification test data. It enables confident selection, extrapolation, and innovation of technologies to address new riser system and pipeline challenges. Focus on fundamental is imperative to ensure integrity of the selected systems during fabrication, installation, and operation phases. Recent and past project experience in deep water Gulf of Mexico and West Africa provides many successful examples of this approach. This paper reviews several examples of the key riser system and pipeline technology enhancements recently achieved by EM to provide confidence in addressing technical and project application challenges. Riser system technology enhancements addressed in this paper include steel catenary riser (SCR) application on turret-moored FPSO with severe motions, pipe-in-pipe (PIP) hybrid production riser to effectively manage gas lift and flow assurance requirements, irregular wave analysis methodology for flexible risers and umbilicals to reduce conservatism, and qualification of riser and pipeline VIV prediction and mitigation methods. Pipeline technology enhancements detailed in this paper include lateral buckling prediction

  1. The NOAO Pipeline Data Manager

    Science.gov (United States)

    Hiriart, R.; Valdes, F.; Pierfederici, F.; Smith, C.; Miller, M.

    2004-07-01

    The Data Manager for NOAO Pipeline system is a set of interrelated components that are being developed to fulfill the pipeline system data needs. It includes: (1) management of calibration files (flat, bias, bad pixel mask and xtalk calibration data.); (2) management of the pipeline stages' configuration parameters; and (3) management of the pipeline processing historic information, for each of the data products generated by the pipeline. The Data Manager components uses a distributed, CORBA based architecture, providing a flexible and extensible object oriented framework, capable of accommodating the present and future pipeline data requirements. The Data Manager communicates with the pipeline modules, with internal and external databases, and with other NOAO systems such as the NOAO Archive and the NOAO Data Transport System.

  2. Pipeline repair in crossing river; Reparo de oleoduto em travessia de rio

    Energy Technology Data Exchange (ETDEWEB)

    Ribeiro, Walter Manoel [TRANSPETRO - PETROBRAS Transporte S.A., Rio de Janeiro, RJ (Brazil)

    2004-07-01

    The inspection and repair of buried pipelines in rivers crossings request the perfect study and use of techniques committed with the people's safety, environmental and pipelines integrity. The planning, elaboration and training in the constructive methods, analysis of technical alternatives and the logistics are preponderant factors. This paper describes step by step, since the risks and difficulties to find a pipe defect indicated in the report of intelligent pig, as well as the actions, experiences and techniques (project, pipeline location, excavation, underwater lowering, reinforcement metallic trench, water exhaustion, rock dismount and pipeline repair sleeves) that allowed repair a pipeline in river crossing. (author)

  3. Vulnerability of pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Anon.

    2006-07-01

    Although pipelines may be damaged due to natural sources such as stress corrosion cracking (SCC) or hydrogen-induced cracking (HIC), most pipeline damages are a result of third-party interference, such as unauthorized construction in a right of way. Pipelines are also among the prime targets for sabotage because interruptions in energy distribution can render large segments of a population debilitated. The importance of protecting critical infrastructure was emphasized in this theme issue which disseminated information on vulnerability of pipelines due to third-party intrusions, both intentional and unintentional. It summarized the 10 presentations that were delivered at a pipelines security forum in Calgary, Alberta, addressing Canadian and U.S. government and industry approaches to oil and natural gas pipeline security. The opening keynote address remarked on the evolution of international terror networks, the targeting of the energy sector, and the terrorist threat and presence in Canada. Policies towards critical energy infrastructure protection (CIP) were then examined in light of these threats. A policy shift away from traditional defensive protective security towards an offensive intelligence-led strategy to forestall terrorist threats was advocated. Energy sector representatives agreed that Canada needs an effective national lead agency to provide threat assessments, alert notification, and coordination of information pertaining to CIP. It was agreed that early warning information must come from Canadian as well as U.S. sources in order to be pertinent. The conference session on information collection concentrated on defining what sort of threat information is needed by the energy sector, who should collect it and how should it be shared. It was emphasized that government leadership should coordinate threat reporting and disseminate information, set standards, and address the issues of terrorism risk insurance. Concern was raised about the lack of

  4. Coal log pipeline for twenty-first century coal transportation

    Energy Technology Data Exchange (ETDEWEB)

    Marrero, T.R.; Liu, H.; Wilkinson, J.E. [Univ. of Missouri, Columbia, MO (United States)

    1998-12-31

    During the first years of the 21st century coal log pipeline (CLP) technology will be available for long-distance coal transportation. The purpose of this report is to present the state-of-the-art of coal log pipeline technology. Some recent developments are as follows: optimization of coal log compaction procedures, construction of a unique coal log prototype manufacturing machine, and its testing. Coal log abrasion while transported in water-filled pipelines is also discussed. A CLP pilot plant is currently under construction at the University of Missouri. For certain routes in the US a CLP system appears to be cost-competitive.

  5. Slurry pipelines: economic and political issues. A review

    Energy Technology Data Exchange (ETDEWEB)

    Banks, W. F.

    1977-11-30

    In the controversy surrounding the proposal to grant Federal eminent domain to coal-slurry pipelines, the fundamental issue is whether, on balance, such a grant is in the national interest. The principal subissues (peripheral issues) of economics, water supply and disposal, energy consumption and conservation, employment, safety, and environmental impact are analyzed. It is found that, as compared with unit trains, which are the only immediate alternative for movement of large quantities of Western coal, the pipelines are not against the national interest, except in the case of employment. It is concluded that, on balance, the pipelines are in the national interest and should be granted the power of Federal eminent domain.

  6. Sanitation Status of Direct-drinking Water Pipeline System in Residential Area of Yangpu District, Shanghai%上海市杨浦区居住小区管道直饮水卫生现况调查

    Institute of Scientific and Technical Information of China (English)

    张亚英; 黄沪涛; 黄惠敏; 袁政安

    2011-01-01

    [目的]了解杨浦区居住小区管道直饮水卫生现况,为加强直饮水卫生管理,保障居民饮水安全提供依据.[方法]2008 年对该区 9 个管道直饮水供水小区开展问卷调查,并抽样采集原水、成品水、回流水和管网水进行检测.[结果]9个管道直饮水小区中 6 个制水间在地下室,水质消毒以臭氧为主,开展水质自检频率为 2~4 次/月,日常维护人员1~2人.水质检测结果显示管道直饮水的浑浊度、pH值、总硬度等指标与自来水相比,明显下降(P<0.05);部分管网水和回流水样本的菌落总数检测呈阳性(3~42 CFU/mL).[结论]管道直饮水水质明显好于自来水,但供水小区卫生管理制度、日常维护及消毒措施存在不足,容易产生二次污染.%[ Objective ] To explore the sanitary conditions of direct-drinking water pipeline system in residential area of Yangpu District. In order to strengthen the management of direct-drinking water, provide the basis for protection of drinking safety.[ Methods ] Questionnaire survey was conducted on the residents using direct-drinking water pipeline system in 9 residential areas in 2008. Source water, finished water, backflow of water and piped water from these residential areas were sampled to assess water quality. [ Results ] In the 9 assessed redisent areas, water-making apparatuses of six residential areas were in the basements.Ozone was used to disinfect the direct-drinking water in all apparatuses. Water quality was monitored by themselves two to four times every month. One or two persons were in charge of daily maintenance. Water quality test of direct-drinking water showed that the value of the indices, such as turbidity, pH value, total hardness and so on, were much lower than those of tap water( P < 0.05 ).Total number of bacteria in part of piped water and backflow of water was positive( 3-42 CFU/mL ). [ Conclusion ] The quality of direct-drinking water is better than that of tap

  7. KR500X泄压阀在长输管道中的应用%Application of KR500X Pressure Relief Valve in Long-distance Water Conveyance Pipeline

    Institute of Scientific and Technical Information of China (English)

    姜海萍; 郑全兴

    2011-01-01

    泄压阀是水力控制阀的一种,能有效防止水击.详细介绍了泄压阀的结构、工作原理、特点、安装和日常维护注意事项.泄压阀通径的选用还没有成熟的理论依据,扬州第五水厂选用泄压阀的方法是一次探索.水厂投产两年来,输水管道运行平稳,确保了城市供水安全.%The pressure relief valve is one of the hydraulic control valves, which can effectively prevent water hammer. The structure of the pressure relief valve, its working principle, characteristics, installation and daily maintenance are introduced. Up to now, no mature theory has been found about the selection of the diameter of the pressure relief valves. Hence the approach adopted by Yangzhou Fifth Water Plant is a successful practice. The water conveyance pipeline has been running smoothly since the water plant was put into operation two years ago, which greatly ensures the safety of the city water supply.

  8. Calculating of Water Hammer Pressure of Closing Valve in Long-distance Slurry Pipeline Transportation%长距离浆体管道关阀水击压力计算

    Institute of Scientific and Technical Information of China (English)

    王铁力

    2015-01-01

    长距离浆体管道输送操作过程中会发生水击现象,严重影响系统运行的安全性和可靠性。关阀水击在管道操作过程中普遍存在。为通过模型计算,有效预测关阀水击压力,文中综合考虑了浆体特性对水击波速的影响,采用弹性水击理论,应用水击连锁方程得到浆体管道关阀水击压强模型。通过实验室实测数据与模型对比,验证了该模型数据与实测数据误差较小。%Water hammer happened in long-distance slurry pipeline transportation and it will severely influence safety and reliability of the system. The water hammer of closing valve occurs frequently. In order to forecast water hammer pressure of clos-ing valve by formula,the influence of the characters of slurry on wave speed was considered in this article. According to elasticity theory and interlocking equation of water hammer,water hammer model of slurry was deduced. The result shows that there is little difference between the modeling data and the measured data.

  9. 长距离液相输送管道水锤现象分析、计算和防护%Analysis, Calculation and Prevention of Water Hammer Occurred in Long Distance Liquid Transportation Pipeline

    Institute of Scientific and Technical Information of China (English)

    张祎庆

    2015-01-01

    The phenomena of water hammer existed in long distance liquid transportation pipeline was analyzed in this article. Water hammer can be classiifed based on forming principle and its harmfulness. In this article, the method for calculation of water hammer was introduced. By using software AFT Impulse and combined with practical instance, the calculation of water hammer was analyzed. From aspect of engineering, the prevention of water hammer phenomena was provided so as to decrease its harmfulness.%针对长距离液相输送管线中出现的水锤现象进行分析,根据其原理、危害性对水锤进行分类,并介绍了水锤效应的计算方法。然后使用AFT Impulse软件,结合实际案例,对水锤效应的计算进行梳理,从工程设计方面提出预防水锤现象的措施,以减小其带来的危害。

  10. Gas pipeline crossings over water bodies: analysis of environmental impact mitigation coming from controls adopted; Implantacao de travessias de gasodutos em corpos d'agua: analise da mitigacao dos impactos ambientais decorrente das medidas de controle adotadas

    Energy Technology Data Exchange (ETDEWEB)

    Serricchio, Claudio; Caldas, Flaviana V. [PETROBRAS, Rio de Janeiro, RJ (Brazil); Souza, Izabel C. de [TELSAN Engenharia e Servicos Ltda, Vitoria, ES (Brazil); Paz, Claudio [IMC Saste - Construcoes, Servicos e Comercio Ltda., Sao Paulo, SP (Brazil); Veronez, Fernanda A. [Centro Federal de Educacao Tecnologica do Espirito Santo (CEFET-ES), Vitoria, ES (Brazil)

    2008-07-01

    Among the implemented measures to control environmental impacts during the crossings of water courses, can be mentioned: the laying of pipe under provisional passages, the execution of physical barriers, the provisional and definitive drainage systems, the riverbank water bodies revegetation after the completion of works and the monitoring of water quality in the previous phases and after the execution of works for the implementation of the crossing. This study examined the effectiveness of these measures using as a case study the works of gas pipelines: Cacimbas (ES) - Vitoria (ES) and Cabiunas (RJ) - Vitoria (ES). In general it was observed that the measures taken were effective. In the case of implemented crossings with the conventional method of monitoring, the results confirmed an expected temporary increase in turbidity, resulting from the removal of sediment of the river bed in order to open the ditch. This impact was shown to be well tolerated by the body water, after crossing back to normal conditions. Regarding the Monitoring of Water Quality, which usually increases the cost of the venture, this was not an effective instrument for the control of impacts due to the time needed to obtain the results of samples taken compared to the time of execution of the crossing. (author)

  11. Instrumented Pipeline Initiative

    Energy Technology Data Exchange (ETDEWEB)

    Thomas Piro; Michael Ream

    2010-07-31

    This report summarizes technical progress achieved during the cooperative agreement between Concurrent Technologies Corporation (CTC) and U.S. Department of Energy to address the need for a for low-cost monitoring and inspection sensor system as identified in the Department of Energy (DOE) National Gas Infrastructure Research & Development (R&D) Delivery Reliability Program Roadmap.. The Instrumented Pipeline Initiative (IPI) achieved the objective by researching technologies for the monitoring of pipeline delivery integrity, through a ubiquitous network of sensors and controllers to detect and diagnose incipient defects, leaks, and failures. This report is organized by tasks as detailed in the Statement of Project Objectives (SOPO). The sections all state the objective and approach before detailing results of work.

  12. Pipeline ADC Design Methodology

    OpenAIRE

    Zhao, Hui

    2012-01-01

    Demand for high-performance analog-to-digital converter (ADC) integrated circuits (ICs) with optimal combined specifications of resolution, sampling rate and power consumption becomes dominant due to emerging applications in wireless communications, broad band transceivers, digital-intermediate frequency (IF) receivers and countless of digital devices. This research is dedicated to develop a pipeline ADC design methodology with minimum power dissipation, while keeping relatively high speed an...

  13. Pipeline ADC Design Methodology

    OpenAIRE

    Zhao, Hui

    2012-01-01

    Demand for high-performance analog-to-digital converter (ADC) integrated circuits (ICs) with optimal combined specifications of resolution, sampling rate and power consumption becomes dominant due to emerging applications in wireless communications, broad band transceivers, digital-intermediate frequency (IF) receivers and countless of digital devices. This research is dedicated to develop a pipeline ADC design methodology with minimum power dissipation, while keeping relatively high speed an...

  14. The MIS Pipeline Toolkit

    Science.gov (United States)

    Teuben, Peter J.; Pound, M. W.; Storm, S.; Mundy, L. G.; Salter, D. M.; Lee, K.; Kwon, W.; Fernandez Lopez, M.; Plunkett, A.

    2013-01-01

    A pipeline toolkit was developed to help organizing, reducing and analyzing a large number of near-identical datasets. This is a very general problem, for which many different solutions have been implemented. In this poster we present one such solution that lends itself to users of the Unix command line, using the Unix "make" utility, and adapts itself easily to observational as well as theoretical projects. Two examples are given, one from the CARMA CLASSy survey, and another from a simulated kinematic survey of early galaxy forming disks. The CLASSy survey (discussed in more detail in three accompanying posters) consists of 5 different star forming regions, observed with CARMA, each containing roughly 10-20 datasets in continuum and 3 different molecular lines, that need to be combined in final data cubes and maps. The strength of such a pipeline toolkit shows itself as new data are accumulated, the data reduction steps are improved and easily re-applied to previously taken data. For this we employed a master script that was run nightly, and collaborators submitted improved script and/or pipeline parameters that control these scripts. MIS is freely available for download.

  15. ALMA Pipeline Heuristics

    Science.gov (United States)

    Muders, D.; Boone, F.; Wyrowski, F.; Lightfoot, J.; Kosugi, G.; Wilson, C.; Davis, L.; Shepherd, D.

    2007-10-01

    The Atacama Large Millimeter Array / Atacama Compact Array (ALMA / ACA) Pipeline Heuristics system is being developed to automatically reduce data taken with the standard observing modes such as single fields, mosaics or on-the-fly maps. The goal is to make ALMA user-friendly to astronomers who are not experts in radio interferometry. The Pipeline Heuristics must capture the expert knowledge required to provide data products that can be used without further processing. The Pipeline Heuristics system is being developed as a set of Python scripts using as the data processing engines the Common Astronomy Software Applications (CASA[PY]) libraries and the ATNF Spectral Analysis Package (ASAP). The interferometry heuristics scripts currently provide an end-to-end process for the single field mode comprising flagging, initial calibration, re-flagging, re-calibration, and imaging of the target data. A Java browser provides user-friendly access to the heuristics results. The initial single-dish heuristics scripts implement automatic spectral line detection, baseline fitting and image gridding. The resulting data cubes are analyzed to detect source emission spectrally and spatially in order to calculate signal-to-noise ratios for comparison against the science goals specified by the observer.

  16. ALMA Pipeline Heuristics

    Science.gov (United States)

    Lightfoot, J.; Wyrowski, F.; Muders, D.; Boone, F.; Davis, L.; Shepherd, D.; Wilson, C.

    2006-07-01

    The ALMA (Atacama Large Millimeter Array) Pipeline Heuristics system is being developed to automatically reduce data taken with the standard observing modes. The goal is to make ALMA user-friendly to astronomers who are not experts in radio interferometry. The Pipeline Heuristics system must capture the expert knowledge required to provide data products that can be used without further processing. Observing modes to be processed by the system include single field interferometry, mosaics and single dish `on-the-fly' maps, and combinations of these modes. The data will be produced by the main ALMA array, the ALMA Compact Array (ACA) and single dish antennas. The Pipeline Heuristics system is being developed as a set of Python scripts. For interferometry these use as data processing engines the CASA/AIPS++ libraries and their bindings as CORBA objects within the ALMA Common Software (ACS). Initial development has used VLA and Plateau de Bure data sets to build and test a heuristic script capable of reducing single field data. In this paper we describe the reduction datapath and the algorithms used at each stage. Test results are presented. The path for future development is outlined.

  17. The inverse electroencephalography pipeline

    Science.gov (United States)

    Weinstein, David Michael

    The inverse electroencephalography (EEG) problem is defined as determining which regions of the brain are active based on remote measurements recorded with scalp EEG electrodes. An accurate solution to this problem would benefit both fundamental neuroscience research and clinical neuroscience applications. However, constructing accurate patient-specific inverse EEG solutions requires complex modeling, simulation, and visualization algorithms, and to date only a few systems have been developed that provide such capabilities. In this dissertation, a computational system for generating and investigating patient-specific inverse EEG solutions is introduced, and the requirements for each stage of this Inverse EEG Pipeline are defined and discussed. While the requirements of many of the stages are satisfied with existing algorithms, others have motivated research into novel modeling and simulation methods. The principal technical results of this work include novel surface-based volume modeling techniques, an efficient construction for the EEG lead field, and the Open Source release of the Inverse EEG Pipeline software for use by the bioelectric field research community. In this work, the Inverse EEG Pipeline is applied to three research problems in neurology: comparing focal and distributed source imaging algorithms; separating measurements into independent activation components for multifocal epilepsy; and localizing the cortical activity that produces the P300 effect in schizophrenia.

  18. 厂外排水管道交流稳态干扰防护设计%Protection Design against AC Steady-state Interference for Water Pipeline near High-voltage Transmission Lines

    Institute of Scientific and Technical Information of China (English)

    程明; 牟华; 黄春蓉; 张平

    2013-01-01

    AC steady-state interference may affect the water pipeline near high-voltage transmission lines. Referring to some related standards, the mitigation objective and protection effect of the AC interference were analyzed, and the Right of Way (ROW) package was used to build modeling and calculation around the mitigation. The calculation results can guide the engineering design.%高压输电线路附近的厂外排水管道可能面临交流稳态干扰影响.结合相关标准要求,对交流干扰缓解目标和防护效果进行探讨分析,并利用自动计算软件包(ROW)分别对缓解前后进行建模计算分析.计算分析结果可以指导工程设计.

  19. Pipeline integrity : control by coatings

    Energy Technology Data Exchange (ETDEWEB)

    Khanna, A.S. [Indian Inst. of Technology, Bombay (India)

    2008-07-01

    This presentation provided background information on the history of cross-country pipelines in India. It discussed the major use of gas. The key users were described as being the power and fertilizer industries, followed by vehicles using compressed natural gas to replace liquid fuels and thereby reduce pollution. The presentation also addressed the integrity of pipelines in terms of high production, safety, and monitoring. Integrity issues of pipelines were discussed with reference to basic design, control of corrosion, and periodic health monitoring. Other topics that were outlined included integrity by corrosion control; integrity by health monitoring; coatings requirements; classification of UCC pipeline coatings; and how the pipeline integrity approach can help to achieve coatings which give design life without any failure. Surface cleanliness, coating conditions, and the relationship between temperature of Epoxy coating and the time of adhesive coating were also discussed. Last, the presentation provided the results of an audit of the HBJ pipeline conducted from 1999 to 2000. tabs., figs.

  20. 太原市集中供热管网循环水中有害微生物的研究%STUDIES ON HARMFUL MICROBES IN RECIRCULATING WATER SYSTEM OFHEATING PIPELINE IN TAIYUAN

    Institute of Scientific and Technical Information of China (English)

    王兴华; 韩建荣; 侯晓军; 陈征

    2001-01-01

    调查了山西太原市集中供热循环水系统中主要造成管网腐蚀的有害微生物,包括粘液异养菌、硫酸盐还原菌、铁细菌、真菌;测定了各菌群的数量分布、类型及与水温之间的关系。结果表明:在管网供热期间,循环水中有害菌菌数普遍低于管网腐蚀的菌数指标;停止供热期间,循环水中菌数超标,对管网造成一定的腐蚀。%The microbial counts, type, as well as relationship between microbial counts and the temperature of water in reticulating water system of heating pipeline in Taiyuan were studied, which the main biofouling harmful microbes included slimeforming heterotrophic bacteria, sulfate reducing bacteria, iron bacteria and fungi, respectively. The results showed that the harmful microbes in water system were lower than that of control guideline during heating period, whereas the microbes were higher than that of control guideline, which would result in biofouling of water tube during non-heating period.

  1. Interaction between soils and gas pipelines

    Science.gov (United States)

    Karpachevskii, L. O.; Goroshevskii, A. V.; Zubkova, T. A.

    2011-03-01

    The interaction between pipelines and soils manifests itself in the soil disturbance in the course of the pipe installation, in the transformation of the water and temperature regimes in the trenches, and in the appearance of corrosion and cracks on the pipe walls. The more contrasting the soil water regime in the pipe-adjacent sections of the trench, the greater the amount of the pipe damage. The damage of the pipe insulation activates the pipe corrosion. The emission of gases (H2S, CH4, CO2, CO, and H2) and the activity of sulfate-reducing bacteria are the main causes of the pipes' destruction. The humus content and the redox potential decrease, and the soil density and concentrations of ferrous compounds increase in the soils of the trench zone. Accidents along pipelines occur most often in the area of serozems and chestnut soils, and this is related to the salinization in the lower soil horizons and to the contrasting soil water regime near the pipe. The number of accidents along the pipelines installed into soddy-podzolic soils is lower.

  2. Condition Monitoring Of Operating Pipelines With Operational Modal Analysis Application

    Directory of Open Access Journals (Sweden)

    Mironov Aleksey

    2015-12-01

    Full Text Available In the petroleum, natural gas and petrochemical industries, great attention is being paid to safety, reliability and maintainability of equipment. There are a number of technologies to monitor, control, and maintain gas, oil, water, and sewer pipelines. The paper focuses on operational modal analysis (OMA application for condition monitoring of operating pipelines. Special focus is on the topicality of OMA for definition of the dynamic features of the pipeline (frequencies and mode shapes in operation. The research was conducted using two operating laboratory models imitated a part of the operating pipeline. The results of finite-element modeling, identification of pipe natural modes and its modification under the influence of virtual failure are discussed. The work considers the results of experimental research of dynamic behavior of the operating pipe models using one of OMA techniques and comparing dynamic properties with the modeled data. The study results demonstrate sensitivity of modal shape parameters to modification of operating pipeline technical state. Two strategies of pipeline repair – with continuously condition-based monitoring with proposed technology and without such monitoring, was discussed. Markov chain reliability models for each strategy were analyzed and reliability improvement factor for proposed technology of monitoring in compare with traditional one was evaluated. It is resumed about ability of operating pipeline condition monitoring by measuring dynamic deformations of the operating pipe and OMA techniques application for dynamic properties extraction.

  3. 33 CFR 149.110 - What are the requirements for pipeline end manifold shutoff valves?

    Science.gov (United States)

    2010-07-01

    ... 33 Navigation and Navigable Waters 2 2010-07-01 2010-07-01 false What are the requirements for pipeline end manifold shutoff valves? 149.110 Section 149.110 Navigation and Navigable Waters COAST GUARD... shutoff valves? Each pipeline end manifold must have a shutoff valve capable of operating both...

  4. Using industry ROV videos to assess fish associations with subsea pipelines

    Science.gov (United States)

    McLean, D. L.; Partridge, J. C.; Bond, T.; Birt, M. J.; Bornt, K. R.; Langlois, T. J.

    2017-06-01

    Remote Operated Vehicles are routinely used to undertake inspection and maintenance activities of underwater pipelines in north-west Australia. In doing so, many terabytes of geo-referenced underwater video are collected at depths, and on a scale usually unobtainable for ecological research. We assessed fish diversity and abundance from existing ROV videos collected along 2-3 km sections of two pipelines in north-west Australia, one at 60-80 m water depth and the other at 120-130 m. A total of 5962 individual fish from 92 species and 42 families were observed. Both pipelines were characterised by a high abundance of commercially important fishes including: snappers (Lutjanidae) and groupers (Epinephelidae). The presence of thousands of unidentifiable larval fish, in addition to juveniles, sub-adults and adults suggests that the pipelines may be enhancing, rather than simply attracting, fish stocks. The prevalence and high complexity of sponges on the shallower pipeline and of deepwater corals on the deeper pipeline had a strong positive correlation with the fish abundance. These habitats likely offer a significant food source and refuge for fish, but also for invertebrates upon which fish feed. A greater diversity on the shallower pipeline, and a higher abundance of fishes on both pipelines, were associated with unsupported pipeline sections (spans) and many species appeared to be utilising pipeline spans as refuges. This study is a first look at the potential value of subsea pipelines for fishes on the north-west shelf. While the results suggest that these sections of pipeline appear to offer significant habitat that supports diverse and important commercially fished species, further work, including off-pipeline surveys on the natural seafloor, are required to determine conclusively the ecological value of pipelines and thereby inform discussions regarding the ecological implications of pipeline decommissioning.

  5. Slurry pipeline technology: an overview

    Energy Technology Data Exchange (ETDEWEB)

    Chapman, Jay P. [Pipeline Systems Incorporated (PSI), Belo Horizonte, MG (Brazil); Lima, Rafael; Pinto, Daniel; Vidal, Alisson [Ausenco do Brasil Engenharia Ltda., Nova Lima, MG (Brazil). PSI Div.

    2009-12-19

    Slurry pipelines represent an economical and environmentally friendly transportation means for many solid materials. This paper provides an over-view of the technology, its evolution and current Brazilian activity. Mineral resources are increasingly moving farther away from ports, processing plants and end use points, and slurry pipelines are an important mode of solids transport. Application guidelines are discussed. State-of-the-Art technical solutions such as pipeline system simulation, pipe materials, pumps, valves, automation, telecommunications, and construction techniques that have made the technology successful are presented. A discussion of where long distant slurry pipelines fit in a picture that also includes thickened and paste materials pipe lining is included. (author)

  6. 给水管网管段摩阻系数求解的反分析方法研究%On the Solution of Friction Factors of Pipeline in Water Networks Based on the Anti-analysis Method

    Institute of Scientific and Technical Information of China (English)

    郑爽英; 叶晖; 周刚; 刘学通

    2015-01-01

    给水管网仿真是城市供水系统管理的一个重点内容,给水管网管段摩阻系数的正确确定直接关系到给水管网仿真的准确性。将给水管网的水力模型与反问题分析方法相结合,建立管段摩阻系数反分析模型,给出其变尺度求解方法和计算步骤。结合室内给水管网实验平台在多种工况下的实测数据,按照反分析模型及其求解方法计算管段摩阻系数,再以求得的管段摩阻系数为基础,利用EPANET软件计算管网的节点水头与管段流量,与实测值进行对比分析。并利用实际城市给水管网对模型的准确性进行验证。%Water network simulation is an important content of urban water system management To correctly determine the friction factors is directly related to the accuracy of simulation .Combining the hydraulic model of water network with the anti-analysis meth‐od ,the anti-analysis model for the friction factors of pipeline was established ,and the solution to the variable metric method and its calculation steps were offered .By using the measured data from the indoor water network experiment platform under a variety of working conditions ,the friction factors of pipeline is calculated according to the anti-analysis model and the analytic method .Based on the calculated friction factors ,the values of the node head and flow of networks can be computed by the software EPANET , which can be contrasted with the measured values through pressure gauges and flow meters .The actual urban water distribution net‐works was used to check the accuracy of anti-analysis model .

  7. Research and Analysis of Water Hammer Problem of Crude Oil Terminal Pipeline%原油码头管道输送水击问题的研究与分析

    Institute of Scientific and Technical Information of China (English)

    赵振智; 王为民; 李卫卫; 郑翔文; 王有龙

    2013-01-01

    原油码头卸船、原油库区装船过程当中很容易出现原油不稳定流动的现象,因此造成水击,水击对原油管道产生很严重的破坏性影响。针对大连长兴岛油船发生水击的现象进行了分析,阐述了产生水击的原因,水击的危害。提出了水击波的流速公式和不同工况时冲击压力的计算公式。最后针对工程的实际情况,从设计、施工、管理三方面提出了预防水击的措施。%Instable flow of crude oil appears very easily during crude oil ship unloading or loading, which can result in the phenomenon of water hammer, water hammer for crude oil pipeline is a devastating impact. In this paper, according to the tanker water hammer phenomenon occurred in Dalian Changxing island, reasons to cause the water hammer were analyzed as well as harms of water hammer. The velocity formula of water hammer wave was put forward as well as impact pressure calculation formula under different conditions. Finally, according to the actual situation of project, the prevention measures of water hammer were put forward from three aspects of design, construction and management.

  8. 一種大直徑薄壁輸水管道敷設的計算方法%A Calculation Method of Laying Thin-walled Water Pipelines with Large Diameter

    Institute of Scientific and Technical Information of China (English)

    孟强; 吴云云

    2014-01-01

    大陆输水成为东南沿海诸岛屿供水主要途径,大直径薄壁跨海输水管道敷设成为主要技术难题。采用奇异摄动法,求含小参数微分方程的解析解,并给出了一种简洁的非线性方程组计算方法。以“舟山市大陆引水二期工程”为例,通过数值计算与现场陆上试验比对,验证了非线性方程计算方法的合理性。%Continental water has become a main way of water supply to southeast coastal islands .How to laying thin-walled cross-sea water pipelines with large diameter becomes a major technical problem .Using the singular perturbation method and obtaining the analytical solution of the differential equation containing small parameter , this paper gives a simple calculation method of nonlinear equations .Taking” Zhoushan continent diversion project II” as an example and comparing the numerical calculation with onshore test ,the rationality of the calculation method of nonlinear equations is verified in this paper .

  9. Innovative air vessel design for long distance transmission pipelines

    OpenAIRE

    Leruth, P.; Pothof, I. W. M.

    2012-01-01

    The Shuweihat Water Transmission Scheme (SWTS, UAE) consists of a twin DN1600 DI PN25 pipeline transmitting 150 MIGD over 250 km from Shuweihat Desalination plant to Mussafah (Abu Dhabi city). The Scheme is divided in two subsequent systems, each with a tank farm and a pump station delivering water to downstream terminal reservoirs and direct consumers. The first system (Lot A) transmits water from Shuweihat to Mirfa (100 km). The second (Lot C) is from Mirfa to Mussafah (150 km). The pipelin...

  10. Kvitebjoern gas pipeline repair - baptism of remote pipeline repair system

    Energy Technology Data Exchange (ETDEWEB)

    Gjertveit, Erling

    2010-07-01

    On the 1st of November 2007, severe anchor damage was discovered on the 30 inch Kvitebjoern gas export pipeline. The damage constituted a localised dent and a 17deg buckle, but no leakage. Statoil has invested in building an effective repair contingency structure for the large pipeline network on the Norwegian Continental shelf, with particular focus on the large gas export pipelines. The repair method for the Kvitebjoern pipeline was remotely operated using two Morgrip couplings and a spool. The installation used the purpose built Pipeline Repair System stored at Killingoey and couplings produced and tested back in 2005. This presentation will cover the initial damage investigations, the temporary operational phase, the repair preparations, the actual repair and lessons learned. (Author)

  11. 低硬、低碱度水的再矿化对管道腐蚀的控制效果%Remineralization of Low Hardness and Low Alkalinity Water for Pipeline Corrosion Control

    Institute of Scientific and Technical Information of China (English)

    许仕荣; 赵伟; 王长平; 徐洪福

    2012-01-01

    The efficiencies of two remineralization alternatives for controlling pipeline corrosion caused by water with low hardness and low alkalinity in the Shenzhen area were investigated. One alternative dosed lime to raise the pH, and the other dosed lime and CO2. Dosing lime alone did not result in a significant improvement in the water' s corrosiveness, but dosing lime with CO2 was effective in controlling pipeline corrosion. The corrosion rates on A3 steel, galvanized steel, grey and nodular cast irons, compared to the rates in non-remineralized water, were reduced by 73. 3% , 70. 0% , 59. 7% and 67. 9% respectively when the alkalinity of remineralized water increased to 80 mg/L as CaCO3. The content of calcium carbonate in the corrosion products was more than 60% , and a calcium carbonate layer was formed on the pipe interior to protect against corrosion.%以深圳市的低硬、低碱度水为研究对象,考察单独投加石灰或CO2/石灰联用的两种再矿化工艺对管道腐蚀的控制效果.结果表明:当单独投加石灰提高水样的pH值时,水的腐蚀性并未有明显改变,而CO2/石灰再矿化工艺控制腐蚀的效果较明显.与未矿化的出厂水相比,当再矿化后水的碱度提高到80 mg/L(以CaC03计)时,对A3钢、镀锌钢、灰口铸铁和球墨铸铁的腐蚀速率分别降低了73.3%、70.0%、59.7%和67.9%,并且此时腐蚀产物中碳酸钙的含量超过了60%,能很好地形成碳酸钙保护膜以抑制管道腐蚀.

  12. Installation Capacity Assessment of Damaged Deepwater Pipelines

    Directory of Open Access Journals (Sweden)

    Ramasamy R.

    2014-07-01

    Full Text Available The worldwide exploration and development of subsea and deepwater reservoirs has laid down some new and old engineering challenges to the offshore pipeline industry. This requires large D/t pipelines to be installed at water depths in the vicinity of up to 2700m. The deepwater collapse and buckle propagation event is almost unavoidable as the pipe wall thickness cannot be always determined from the codes and standards due to the limit state criteria. These codes also do not consider any fabrication imperfections and sustained damages emanating from transportation and handling. The objective of this paper is to present the Finite Element Analysis (FEA of dented pipes with D/t ratio more than 45, which is outside the applicability of current design codes, and to investigate the effects on installation capacity of these various damage sizes in terms of collapse and buckle propagation.

  13. The analysis of repeated failures of pipelines in Kal'chinskoe oil field

    Science.gov (United States)

    Shavlov, E. N.; Brusnik, O. V.; Lukjanov, V. G.

    2016-09-01

    The paper presents the chemical analysis of oilfield water and hydraulic analysis of the liquid flow in Kal'chinskoe oil field pipeline that allow detecting the causes of the internal corrosion processes. The inhibitor protection is suggested to reduce the corrosion rate in the pipelines of Kal'chinskoe oil field. Based on the analysis of the pipeline failures, it is suggested to replace steel pipes by fiberglass pipes.

  14. Innovative air vessel design for long distance transmission pipelines

    NARCIS (Netherlands)

    Leruth, P.; Pothof, I.W.M.

    2012-01-01

    The Shuweihat Water Transmission Scheme (SWTS, UAE) consists of a twin DN1600 DI PN25 pipeline transmitting 150 MIGD over 250 km from Shuweihat Desalination plant to Mussafah (Abu Dhabi city). The Scheme is divided in two subsequent systems, each with a tank farm and a pump station delivering water

  15. 18 CFR 2.57 - Temporary certificates-pipeline companies.

    Science.gov (United States)

    2010-04-01

    ... 18 Conservation of Power and Water Resources 1 2010-04-01 2010-04-01 false Temporary certificates-pipeline companies. 2.57 Section 2.57 Conservation of Power and Water Resources FEDERAL ENERGY REGULATORY COMMISSION, DEPARTMENT OF ENERGY GENERAL RULES GENERAL POLICY AND INTERPRETATIONS Statements of...

  16. Electrometrical Methods Application for Detection of Heating System Pipeline Corrosion

    Science.gov (United States)

    Vetrov, A.; Ilyin, Y.; Isaev, V.; Rondel, A.; Shapovalov, N.

    2004-12-01

    Coated steel underground pipelines are widely used for the petroleum and gaze transportation, for the water and heat supply. The soils, where the pipelines are placed, are usually highly corrosive for pipe's metal. In the places of crippling of external coating the corrosion processes begin, and this can provoke a pipe breakage. To ensure the pipeline survivability it is necessary to carry out the control of pipeline conditions. The geophysical methods are used to provide such diagnostic. Authors have studied the corrosion processes of the municipal heating system pipelines in Saint-Petersburg (Russia) using the air thermal imaging method, the investigation of electromagnetic fields and spontaneous polarization, measurements of electrode potentials of metal tubes. The pipeline reparation works, which have been provided this year, allowed us to make the visual observation of pipes. The investigation object comprises a pipeline composed of two parallel tubes, which are placed 1-2 meters deep. The fact that the Russian Federation and CIS countries still use the direct heat supply system makes impossible any addition of anticorrosion components to circulating water. Pipelines operate under high pressure (up to 5 atm) and high temperature (designed temperature is 150°C). Tube's isolation is meant for heat loss minimization, and ordinary has poor hydro-isolation. Some pipeline construction elements (sliding and fixed bearings, pressure compensators, heat enclosures) are often non-isolated, and tube's metal contacts with soil. Hard usage condition, ingress of technical contamination cause, stray currents etc. cause high accidental rate. Realization of geophysical diagnostics, including electrometry, is hampered in a city by underground communication systems, power lines, isolating ground cover (asphalt), limitation of the working area with buildings. These restrictions form the investigation conditions. In order to detect and localize isolation (coat) defects authors

  17. MIC in long oil pipelines: diagnosis, treatment and monitoring

    Energy Technology Data Exchange (ETDEWEB)

    Jenneman, Gary; Harris, Jennifer; Webb, Robert [ConocoPhillips (Canada)

    2011-07-01

    The paper presents the diagnosis, treatment and monitoring of microbial influenced corrosion (MIC) in long oil pipelines. The presence of inorganic solids, bacteria, gases and organic acids in produced water in the oil pipelines causes MIC, which is hard to detect or test and it does not produce any unique type of corrosion. Chemical analysis of water from pig runs is presented in a tabular form and a graphical analysis of pig sludge solids is shown. From the biometabolite analysis, 23 putative hydrocarbon biometabolites were identified and biometabolites for the anaerobic biodegradation of aromatic HC were also detected. Operational considerations include the history of MIC in upstream pipelines, water slugging, and presence of suspended solids, among others. From microbiological, chemical, metallurgical and operational evidence it was suggested that MIC is a likely mechanism. The mitigation program is described and suggestions for successful mitigation measures include removal of oxygen sources, scale inhibitor injection, and increasing CO2 inhibitor concentration.

  18. Vortex induced vibrations of free span pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Koushan, Kamran

    2009-07-01

    Pipelines from offshore petroleum fields must frequently pass over areas with uneven sea floor. In such cases the pipeline may have free spans when crossing depressions. Hence, if dynamic loads can occur, the free span may oscillate and time varying stresses may give unacceptable fatigue damage. A major source for dynamic stresses in free span pipelines is vortex induced vibrations (VIV) caused by steady current. This effect is in fact dominating on deep water pipelines since wave induced velocities and accelerations will decay with increasing water depth. The challenge for the industry is then to verify that such spans can sustain the influence from the environment throughout the lifetime of the pipeline. The aim of the present project is to improve the understanding of vortex induced vibrations (VIV) of free span pipelines, and thereby improve methods, existing computer programs and guidelines needed for design verification. This will result in more cost effective and reliable offshore pipelines when laid on a very rugged sea floor. VIV for multiple span pipeline is investigated and the dynamical interaction between adjacent spans has been shown. The interaction may lead to increased or decreased response of each spans depending on the current speed and the properties for the two spans. The extension of the contact zone between the spans and sea floor parameters will of course also be important for the interaction effect. The influence from temperature variation on vortex induced vibrations has been demonstrated. The response frequency is influenced through changes in pipe tension and sag. Both increase and decrease of the response frequency may be experienced. Moreover, it is shown that the influence from snaking of the pipe on the temperature effect is small, at least for large diameter pipes. A free span pipeline will necessarily oscillate close to the seabed. The presence of the seabed will therefore have some influences on the ambient flow profile and also

  19. Analysis and Solutions of Chilled Water Pipeline Coating Failure in Nuclear Power Plant%核电厂冷冻水管道涂层失效原因分析及解决建议

    Institute of Scientific and Technical Information of China (English)

    方奇术; 刘洪群; 钟赵江

    2012-01-01

      In a nuclear power plant maintenance process, the coating of chilled water pipes was found a large number of blistering. It was analyzed the reason of coating failure from the design of thermal insulation of pipes and performance of coatings in the paper. And also, some recommendations were addressed to avoid coating failure for the chilled water pipeline.%  在对某核电厂冷冻水管道表面进行腐蚀检查过程中,发现管道表面涂层有大量起泡现象,并有锈迹渗出,本文从保冷设计和涂层性能两方面对冷冻水管道表面涂层失效原因进行分析,并对冷冻水管道的保冷及涂层设计及选用提出了建议。

  20. Application of Shear Wave Test Technology in the Water Pipeline Engineering Exploration%剪切波测试技术在输水管道工程勘察中的应用

    Institute of Scientific and Technical Information of China (English)

    刘国华

    2015-01-01

    利用单孔检层法对南水北调配套工程元氏—赵县输水管道的岩土基础进行剪切波速度测试,判别基础地震液化情况,通过对现场实测的数据分析第四系砂壤土、粉细砂、中砂的剪切波速值等物理参数,可较准确地判别工程场地的类别和地震液化。%For shear wave velocity test using of single-hole detection layer method to rock and soil foundation of Yuanshi—Zhaoxian County water pipeline of the South-to-North water diversion project can distinguish the foundation of seismic liquefaction, shear wave velocity and other physical parameters of Quaternary sandy loam, fine sand, medium sand and other physical parameters will be based on the value of the field measured data. Categories of engineering site and earthquake liquefaction can be recognized accurately through this method.

  1. Pipeline risk assessment

    Energy Technology Data Exchange (ETDEWEB)

    Kariyawasam, S. [TransCanada PipeLines Ltd., Calgary, AB (Canada); Weir, D. [Enbridge Pipelines Inc., Calgary, AB (Canada)] (comps.)

    2009-07-01

    Risk assessments and risk analysis are system-wide activities that include site-specific risk and reliability-based decision-making, implementation, and monitoring. This working group discussed the risk management process in the pipeline industry, including reliability-based integrity management and risk control processes. Attendants at the group discussed reliability-based decision support and performance measurements designed to support corporate risk management policies. New developments and technologies designed to optimize risk management procedures were also presented. The group was divided into 3 sessions: (1) current practice, strengths and limitations of system-wide risk assessments for facility assets; (2) accounting for uncertainties to assure safety; and (3) reliability based excavation repair criteria and removing potentially unsafe corrosion defects. Presentations of risk assessment procedures used at various companies were given. The role of regulators, best practices, and effective networking environments in ensuring the success of risk assessment policies was discussed. Risk assessment models were also reviewed.

  2. Maglev crude oil pipeline

    Science.gov (United States)

    Knolle, Ernst G.

    1994-05-01

    This maglev crude oil pipeline consists of two conduits guiding an endless stream of long containers. One conduit carries loaded containers and the other empty returns. The containers are levitated by permanent magnets in repulsion and propelled by stationary linear induction motors. The containers are linked to each other in a manner that allows them, while in continuous motion, to be folded into side by side position at loading and unloading points. This folding causes a speed reduction in proportion to the ratio of container diameter to container length. While in side by side position, containers are opened at their ends to be filled or emptied. Container size and speed are elected to produce a desired carrying capacity.

  3. Northern pipelines : challenges and needs

    Energy Technology Data Exchange (ETDEWEB)

    Dean, D.; Brownie, D. [ProLog Canada Inc., Calgary, AB (Canada); Fafara, R. [TransCanada PipeLines Ltd., Calgary, AB (Canada)

    2007-07-01

    Working Group 10 presented experiences acquired from the operation of pipeline systems in a northern environment. There are currently 3 pipelines operating north of 60, notably the Shiha gas pipeline near Fort Liard, the Ikhil gas pipeline in Inuvik and the Norman Wells oil pipeline. Each has its unique commissioning, operating and maintenance challenges, as well as specific training and logistical support requirements for the use of in-line inspection tools and other forms of integrity assessment. The effectiveness of cathodic protection systems in a permafrost northern environment was also discussed. It was noted that the delay of the Mackenzie Gas Pipeline Project by two to three years due to joint regulatory review may lead to resource constraints for the project as well as competition for already scarce human resources. The issue of a potential timing conflict with the Alaskan Pipeline Project was also addressed as well as land use issues for routing of supply roads. Integrity monitoring and assessment issues were outlined with reference to pipe soil interaction monitoring in discontinuous permafrost; south facing denuded slope stability; base lining projects; and reclamation issues. It was noted that automatic welding and inspection will increase productivity, while reducing the need for manual labour. In response to anticipated training needs, companies are planning to involve and train Aboriginal labour and will provide camp living conditions that will attract labour. tabs., figs.

  4. Pipeline clean-up : speed, environment drive pipelining equipment

    Energy Technology Data Exchange (ETDEWEB)

    Budd, G.

    2004-08-01

    Horizontal drilling technology is the single most important enhanced oil recovery technology which has resulted in a significant increase in pipeline utilization. Pipeline operators such as Calgary-based Denim Pipeline Construction Ltd. are responding by using the latest equipment, including excavation equipment, to avoid maintenance delays and downtime. The sales of Denim's horizontal pipe bending equipment have increased due to their attention to worker safety. Denim's horizontal bending machine does not require as much technical support, plus it is faster to install and speeds up production. The machine consists of 3 hydraulic jacks that move on a horizontal plate. Curved dies can be modified to accommodate various diameters of pipe. The bending operation is performed very near to the ground, thereby significantly reducing the risk of pipe injury. Environmental damage is minimized through the use of mechanized mulching which has replaced burning of unwanted trees and brush to clean for pipelines. 1 fig.

  5. RUSSIA AND ITS PIPELINE WEAPON

    Directory of Open Access Journals (Sweden)

    FODOR Cosmin

    2010-12-01

    Full Text Available In this paper we intend to present the new power which is given to Russia upon EU due to her great natural resources and due to her control upon pipelines. Now Moscow can exert influence upon countries in Europe not through its revolutionary zeal and its tanks and army, but through its resources. And she knows how to use them and how make the EU dependent on her will: this is a new geopolitics, a 21-th century geopolitics, which is centered upon the control of gas pipelines in Central Asian states and upon EU states great dependence on Russian pipeline system.

  6. Natural gas pipeline technology overview.

    Energy Technology Data Exchange (ETDEWEB)

    Folga, S. M.; Decision and Information Sciences

    2007-11-01

    The United States relies on natural gas for one-quarter of its energy needs. In 2001 alone, the nation consumed 21.5 trillion cubic feet of natural gas. A large portion of natural gas pipeline capacity within the United States is directed from major production areas in Texas and Louisiana, Wyoming, and other states to markets in the western, eastern, and midwestern regions of the country. In the past 10 years, increasing levels of gas from Canada have also been brought into these markets (EIA 2007). The United States has several major natural gas production basins and an extensive natural gas pipeline network, with almost 95% of U.S. natural gas imports coming from Canada. At present, the gas pipeline infrastructure is more developed between Canada and the United States than between Mexico and the United States. Gas flows from Canada to the United States through several major pipelines feeding U.S. markets in the Midwest, Northeast, Pacific Northwest, and California. Some key examples are the Alliance Pipeline, the Northern Border Pipeline, the Maritimes & Northeast Pipeline, the TransCanada Pipeline System, and Westcoast Energy pipelines. Major connections join Texas and northeastern Mexico, with additional connections to Arizona and between California and Baja California, Mexico (INGAA 2007). Of the natural gas consumed in the United States, 85% is produced domestically. Figure 1.1-1 shows the complex North American natural gas network. The pipeline transmission system--the 'interstate highway' for natural gas--consists of 180,000 miles of high-strength steel pipe varying in diameter, normally between 30 and 36 inches in diameter. The primary function of the transmission pipeline company is to move huge amounts of natural gas thousands of miles from producing regions to local natural gas utility delivery points. These delivery points, called 'city gate stations', are usually owned by distribution companies, although some are owned by

  7. Effort problem of chemical pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Okrajni, J.; Ciesla, M.; Mutwil, K. [Silesian Technical University, Katowice (Poland)

    1998-12-31

    The problem of the technical state assessment of the chemical pipelines working under mechanical and thermal loading has been shown in the paper. The pipelines effort after the long time operating period has been analysed. Material geometrical and loading conditions of the crack initiation and crack growth process in the chosen object has been discussed. Areas of the maximal effort have been determined. The material structure charges after the long time operating period have been described. Mechanisms of the crack initiation and crack growth in the pipeline elements have been analysed and mutual relations between the chemical and mechanical influences have been shown. (orig.) 16 refs.

  8. 75 FR 72877 - Pipeline Safety: Updates to Pipeline and Liquefied Natural Gas Reporting Requirements

    Science.gov (United States)

    2010-11-26

    ... Safety: Updates to Pipeline and Liquefied Natural Gas Reporting Requirements; Final Rule #0;#0;Federal... to Pipeline and Liquefied Natural Gas Reporting Requirements AGENCY: Pipeline and Hazardous Materials... collections from operators of natural gas pipelines, hazardous liquid pipelines, and liquefied natural......

  9. 长距离超高扬程输水系统水锤防护模拟研究%Study on optimal surge protection for high-undulate long-distance water transmission pipeline

    Institute of Scientific and Technical Information of China (English)

    刘建华; 刁美玲; 王春艳; 陈晨; 高金良

    2012-01-01

    为研究长距离、超高扬程、一次加压提升的长距离输水系统水锤防护问题,结合我国西北地区某工程实例,针对超高扬程达370 m、一次加压提升的长距离输水系统建立了水锤防护设备模型.以特征线法对其进行求解,分别以两阶段控制阀、单向调压塔、气压罐为水锤防护设备方案,建立水锤防护设备模型,分别模拟分析事故停泵管线水锤防护效果,最终通过综合对比技术性能和经济性能来确定最优的水锤防护方案.结果表明,对于超高扬程、一次加压提升的长距离输水系统,在水泵出口处设置气压罐进行水锤防护,能够有效缓解过高和过低的水锤压力,水锤防护效果好.针对不同长距离输水工程特点,建立各种水锤防护设备模型,以特征线法进行求解,其求解结果有效指导水锤防护方案的优选.%For the study of long distance, high lift, a pressurization hoisting for long distance water system water hammer protection problems in Northwest China, combined with an engineering example, the high lift up to 370 m, a pressurization hoisting for long distance water system was established for the water hammer protection device model. The characteristic line method to solve the model, respectively to two stage control valve, one-way pressure regulating tower, pressure tank for water hammer protection equipment plan, establishment of water hammer protection equipment model, respectively, simulation analysis of accidental pump stop pipeline water hammer protection effect, ultimately through the comprehensive comparison of technical and economic performance to determine the optimal water hammer protection scheme. The results showed that, for high lift, a pressurization hoisting long distance water transfer system, the pump outlet pressure tank for water hammer protection settings, could effectively alleviate the high and low water pressure, water hammer protection effect was good

  10. Study on Water Hammer Suppression of Pipeline in Opening Process of Ultra-supercritical Steam Trap%超(超)临界疏水阀开启过程管道水锤抑制研究

    Institute of Scientific and Technical Information of China (English)

    李树勋; 娄燕鹏; 徐晓刚; 丁强伟

    2016-01-01

    针对超(超)临界疏水阀开启过程中管道水锤振动问题,采用特征线法对阀控管道水锤瞬变模型进行了数值计算,运用 Matlab 求解得到了疏水阀在不同流量特性、不同节流效应下开启时管道中流量和水锤压头的时域曲线。研究表明:选用等百分比流量特性的疏水阀,可以减缓阀开启时阀后管道的水锤现象,同时节流效应对疏水阀开启时阀后管道水锤的影响显著,节流越明显,管道中水锤压头幅值越小,水锤波动趋势也越缓和。研究结果为抑制管路水锤与冲击设计提供理论参考。%Aiming at severe vibration phenomenon of pipe behind the ultra-supercritical steam trap during the valve-opening process,the transient model on water hammer in the pipe was calculated by method of characteristics (MOC).Based on Matlab software,the time domain curves of flow and water hammer pressure head on fluid was obtained in different flow characteristic and different throttling effect for valve.The analyses show that adopting equal percentage flow characteristic about the valve could alle-viate water hammer in the pipe.Moreover,the influences of throttling effect for steam trap on water hammer are obvious,and the more obvious the throttling effect for steam trap,the more relieving water hammer wave and the smaller water hammer pressure head peak.The results provide theoretical references for design of steam trap in preventing water hammer and anti-shock analysis of the fluid on pipeline.

  11. Logistics aspects of petroleum pipeline operations

    Directory of Open Access Journals (Sweden)

    W. J. Pienaar

    2010-11-01

    Full Text Available The paper identifies, assesses and describes the logistics aspects of the commercial operation of petroleum pipelines. The nature of petroleum-product supply chains, in which pipelines play a role, is outlined and the types of petroleum pipeline systems are described. An outline is presented of the nature of the logistics activities of petroleum pipeline operations. The reasons for the cost efficiency of petroleum pipeline operations are given. The relative modal service effectiveness of petroleum pipeline transport, based on the most pertinent service performance measures, is offered. The segments in the petroleum-products supply chain where pipelines can play an efficient and effective role are identified.

  12. Pipeline integrity handbook risk management and evaluation

    CERN Document Server

    Singh, Ramesh

    2013-01-01

    Based on over 40 years of experience in the field, Ramesh Singh goes beyond corrosion control, providing techniques for addressing present and future integrity issues. Pipeline Integrity Handbook provides pipeline engineers with the tools to evaluate and inspect pipelines, safeguard the life cycle of their pipeline asset and ensure that they are optimizing delivery and capability. Presented in easy-to-use, step-by-step order, Pipeline Integrity Handbook is a quick reference for day-to-day use in identifying key pipeline degradation mechanisms and threats to pipeline integrity. The book begins

  13. 78 FR 44558 - Stingray Pipeline Company, L.L.C.; Notice of Request Under Blanket Authorization

    Science.gov (United States)

    2013-07-24

    ... Energy Regulatory Commission Stingray Pipeline Company, L.L.C.; Notice of Request Under Blanket Authorization Take notice that on July 3, 2013, Stingray Pipeline Company, L.L.C. (Stingray), 1100 Louisiana... in the federal waters offshore Louisiana. Specifically, Stingray proposes to abandon, by sale, its...

  14. 77 FR 74179 - Stingray Pipeline Company, L.L.C.; Notice of Application

    Science.gov (United States)

    2012-12-13

    ... Energy Regulatory Commission Stingray Pipeline Company, L.L.C.; Notice of Application Take notice that on November 26, 2012, Stingray Pipeline Company, L.L.C. (Stingray), 1100 Louisiana, Suite 3300, Houston, Texas...) located in federal waters offshore Louisiana. Stingray requests authority to abandon portions of the...

  15. InSAR for risk-based asset management of pipeline networks (poster)

    NARCIS (Netherlands)

    Heuvel, F. van den; Schouten,M.; Abspoel, L.; Courage, W.; Kruse, H.; Langius, E.

    2016-01-01

    Pipeline networks for gas and water are the lifelines of our society. Most pipelines are buried, which impedes direct monitoring of the structural reliability of the networks. The behavior of the soil surrounding the pipes may impose hazardous loads or deformations threatening the integrity of the n

  16. ANALYSIS ON TECHNOLOGICAL PROCESSES CLEANING OIL PIPELINES

    Directory of Open Access Journals (Sweden)

    Mariana PǍTRAŞCU

    2015-05-01

    Full Text Available In this paper the researches are presented concerning the technological processes of oil pipelines.We know several technologies and materials used for cleaning the sludge deposits, iron and manganese oxides, dross, stone, etc.de on the inner walls of drinking water pipes or industries.For the oil industry, methods of removal of waste materials and waste pipes and liquid and gas transport networks are operations known long, tedious and expensive. The main methods and associated problems can be summarized as follows: 1 Blowing with compressed air.2 manual or mechanical brushing, sanding with water or dry.3 Wash with water jet of high pressure, solvent or chemical solution to remove the stone and hard deposits.4 The combined methods of cleaning machines that use water jets, cutters, chains, rotary heads cutters, etc.

  17. PIPELINES AS COMMUNICATION NETWORK LINKS

    Energy Technology Data Exchange (ETDEWEB)

    Kelvin T. Erickson; Ann Miller; E. Keith Stanek; C.H. Wu; Shari Dunn-Norman

    2005-03-14

    This report presents the results of an investigation into two methods of using the natural gas pipeline as a communication medium. The work addressed the need to develop secure system monitoring and control techniques between the field and control centers and to robotic devices in the pipeline. In the first method, the pipeline was treated as a microwave waveguide. In the second method, the pipe was treated as a leaky feeder or a multi-ground neutral and the signal was directly injected onto the metal pipe. These methods were tested on existing pipeline loops at UMR and Batelle. The results reported in this report indicate the feasibility of both methods. In addition, a few suitable communication link protocols for this network were analyzed.

  18. Nondestructive characterization of pipeline materials

    Science.gov (United States)

    Engle, Brady J.; Smart, Lucinda J.; Bond, Leonard J.

    2015-03-01

    There is a growing need to quantitatively and nondestructively evaluate the strength and toughness properties of pipeline steels, particularly in aging pipeline infrastructure. These strength and toughness properties, namely yield strength, tensile strength, transition temperature, and toughness, are essential for determining the safe operating pressure of the pipelines. For some older pipelines crucial information can be unknown, which makes determining the pressure rating difficult. Current inspection techniques address some of these issues, but they are not comprehensive. This paper will briefly discuss current inspection techniques and relevant literature for relating nondestructive measurements to key strength and toughness properties. A project is in progress to provide new in-trench tools that will give strength properties without the need for sample removal and destructive testing. Preliminary experimental ultrasonic methods and measurements will be presented, including velocity, attenuation, and backscatter measurements.

  19. 基于MATLAB的长距离输水管道水锤防护%Long pipelines and water hammer protection based on MATLAB

    Institute of Scientific and Technical Information of China (English)

    陈来钱; 付强伟

    2012-01-01

    利用特征线方法的基本原理,将水锤基本微分方程转化为便于计算机运算的有限差分方程式,并利用C++语言编制计算机程序。通过MATLAB的图形显示功能对水锤暂态过程数值模拟的试验数据进行研究,采取较优的水锤防护措施。%Using the basic principles of characteristics method, the basic differential equations of water hammer was into easy computing finite difference equations, and using the C + + language computer program. MATL- BA graphics function of water hammer transient numerical simulation of experimental data, to take the better measures of protection against water hammer.

  20. Occurrence and Protection of Water Hammer in Stream Pipeline%蒸汽输送管道的水击及其防范

    Institute of Scientific and Technical Information of China (English)

    马博

    2016-01-01

    工业蒸汽输送管道中,水击问题始终困扰蒸汽系统运行维护人员.文章分析了蒸汽输送系统水击发生的机理及危害,并介绍如何通过有效的系统设计和布置,良好的操作实践来避免输送系统产生严重的水击事故.%In industrial steam piping, phenomenon of water hammer often makes engineers disturbed. In this article, the mechanism and harms of water hammer occurred in steam transportation system were analyzed. The methods with effective sysmematic design and arrangement and good practical operation to avoid serious accident induced from water hammer were introduced.

  1. Precise stinger modeling and roller support coordinate calculation for deep water pipeline laying%深水管道铺设中托管架精细建模及滚轮支撑坐标计算

    Institute of Scientific and Technical Information of China (English)

    白宁

    2011-01-01

    针对深水管道铺设中滚轮支撑坐标难以确定的问题,开发了一种能够建立精细的托管架模型及自动获得最优化的托管架形状和滚轮高度的计算程序.应用结果表明,本文方法能够有效弥补传统管道铺设设计方法的缺陷,大大提高设计效率和可靠性.%In deep water pipeline laying analysis, exact roller support coordinates are often required but difficult to obtain. A calculation program which can build the precise stinger model and obtain automatically the optimized stinger profile and roller support heights has been developed. The program application result shows that the method in this paper can improve the traditional design procedure effectively and increase design efficiency and reliability obviously.

  2. 火电厂汽水管道弹簧计算选择与安装调试一致性分析%Analysis of consistency between thermal power plant steam water pipeline spring' s calculation and installation

    Institute of Scientific and Technical Information of China (English)

    周发明; 叶小斌

    2011-01-01

    分析了目前在火电厂汽水管道应力分析中应用最广的Glif和CAESARⅡ的弹簧计算选择方法,比较了两种软件计算方法的异同点,提出应使弹簧计算选择与安装调试保持一致性,根据不同的弹簧计算选择方式采用相应的安装调试方法,以使弹性支吊架按设计正常工作。%The Glif and CAESARⅡ of spring' s calculation & choosing is analysis,which is the most widely used method in thermal power plant steam and water pipeline stress analysis. This paper deals with similarities and dissimilarities between Gift and CAESARⅡ. Depending on the method of spring' s calculating & choosing, it use the corresponding method in order to the hanger can work as it is designed.

  3. 某核电厂常规岛循环水管道外加电流阴极保护设计%Design of Impressed Current Cathodic Protection for Conventional Island Circulating Water Pipeline in a Nuclear Power Plant

    Institute of Scientific and Technical Information of China (English)

    李川; 赵志军

    2016-01-01

    The conventional island circulating water pipeline in a nuclear power plant uses heavy corrosion protection coating and impressed current cathodic protection. The paper introduces the theory,the design principle,main pa-rameters and material selection of impressed current cathodic protection,among other techniques,hoping to provide reference for other coastal power plants.%某核电厂常规岛循环水管道采用重防腐涂料与外加电流阴极保护联合防护。本文对其选择外加电流阴极保护的理论依据,以及其外加电流技术的设计原则、主要参数选取以及设备材料选型等技术要点进行介绍,以供其他滨海电厂循环水系统管道防腐设计参考。

  4. VLT Instruments Pipeline System Overview

    Science.gov (United States)

    Jung, Y.; Ballester, P.; Banse, K.; Hummel, W.; Izzo, C.; McKay, D. J.; Kiesgen, M.; Lundin, L. K.; Modigliani, A.; Palsa, R. M.; Sabet, C.

    2004-07-01

    Since the beginning of the VLT operations in 1998, substantial effort has been put in the development of automatic data reduction tools for the VLT instruments. A VLT instrument pipeline is a complex system that has to be able to identify and classify each produced FITS file, optionally retrieve calibration files from a database, use an image processing software to reduce the data, compute and log quality control parameters, produce FITS images or tables with the correct headers, optionally display them in the control room and send them to the archive. Each instrument has its own dedicated pipeline, based on a common infrastructure and installed with the VLT Data Flow System (DFS). With the increase in the number and the complexity of supported instruments and in the rate of produced data, these pipelines are becoming vital for both the VLT operations and the users, and request more and more resources for development and maintenance. This paper describes the different pipeline tasks with some real examples. It also explains how the development process has been improved to both decrease its cost and increase the pipelines quality using the lessons learned from the first instruments pipelines development.

  5. Rehabilitation of underwater pipeline with liner; Reabilitacao de aqueduto submarino com liner: multiplas vantagens e aplicacoes

    Energy Technology Data Exchange (ETDEWEB)

    Aquino, Roberto S.; Oliveira, Jose N. de; Urtiga, Rogerio L.; Witt, R. [PETROBRAS S.A., Rio de Janeiro, RJ (Brazil)

    2008-07-01

    The system of water injection in XAREU oil production field has an water pipeline sizing 4'' of diameter, between the offshore platform PXA-1 and another PXA-2, that it transfers 165 m{sup 3}/d of salt water for pressurization of the reservoir through the injection well Xareu-23. This water pipeline always presented high degree of corrosion needing frequently installation of cramps to eliminate leakages. After evaluating the costs we conclude that the more attractive it would be the installation of a liner than the launching of a new water pipeline. For the installation of a new water pipeline we would need the approval of IBAMA and of a great number of resources for the substitution of that pipeline. In spite of treating of an unpublished service between two offshore platforms we chose for the installation of a liner, because we had a great technological domain in this service in onshore oil production facilities with many pipelines recovered with this technique. We had to revise all of the procedures so that there was not any surprise to make unfeasible this service. The installation of the system liner, consisted of an internal coating 'in situ' through the insert of plastic tubes(high density polyethylene-HDPE), that it forms a barrier between the pipeline and the transported fluid. (author)

  6. A Soil-Plate Based Pipeline for Assessing Cereal Root Growth in Response to Polyethylene Glycol (PEG-Induced Water Deficit Stress

    Directory of Open Access Journals (Sweden)

    Sven K. Nelson

    2017-07-01

    Full Text Available Drought is a serious problem that causes losses in crop-yield every year, but the mechanisms underlying how roots respond to water deficit are difficult to study under controlled conditions. Methods for assaying root elongation and architecture, especially for seedlings, are commonly achieved on artificial media, such as agar, moistened filter paper, or in hydroponic systems. However, it has been demonstrated that measuring root characteristics under such conditions does not accurately mimic what is observed when plants are grown in soil. Morphological changes in root behavior occur because of differences in solute diffusion, mechanical impedance, exposure to light (in some designs, and gas exchange of roots grown under these conditions. To address such deficiencies, we developed a quantitative method for assaying seedling root lengths and germination in soil using a plate-based approach with wheat as a model crop. We also further developed the method to include defined water deficits stress levels using the osmotic properties of polyethylene glycol (PEG. Seeds were sown into soil-filled vertical plates and grown in the dark. Root length measurements were collected using digital photography through the transparent lid under green lighting to avoid effects of white light exposure on growth. Photographs were analyzed using the cross-platform ImageJ plugin, SmartRoot, which can detect root edges and partially automate root detection for extraction of lengths. This allowed for quick measurements and straightforward and accurate assessments of non-linear roots. Other measurements, such as root width or angle, can also be collected by this method. An R function was developed to collect exported root length data, process and reformat the data, and output plots depicting root/shoot growth dynamics. For water deficit experiments, seedlings were transplanted side-by-side into well-watered plates and plates containing PEG solutions to simulate precise

  7. Application of a Numerical Model of Solid-Liquid Hammer in Pipeline Transport

    Institute of Scientific and Technical Information of China (English)

    LiPengcheng; WuBaosheng; ZhouJianjun; HanWenliang

    2004-01-01

    The water hammer in pipelines for the transportation of plumbum and Zn mining tailing, supplied by centrifugal pumps, was studied by a numerical model of water hammer for pseudo-homogeneous solid-liquid flows. The simulation results were in good agreement with earlier experiments. The simulation result of air tanks installed on pipelines proved that the installation of air tanks is the most effective measure to reduce the water hammer associated with return flow caused by rapid closing of check valves. Other effective measures include the use of longer check-valve closure time or installation of the relief valves on the lower segments of the pipelines.

  8. 75 FR 5244 - Pipeline Safety: Integrity Management Program for Gas Distribution Pipelines; Correction

    Science.gov (United States)

    2010-02-02

    ... implement integrity management programs. In addition to a minor correction in terminology, this document...: Integrity Management Program for Gas Distribution Pipelines; Correction AGENCY: Pipeline and...

  9. Local scour at submarine pipelines

    Institute of Scientific and Technical Information of China (English)

    Yee-Meng Chiew

    2010-01-01

    The rapid development of offshore oil_fields has increased the number of submarine pipelines being constructed for the transport of crude oil to onshore refineries.Interactions between the pipeline and an erodible bed under the influence of current and waves often lead to local scouring around the structure.When this occurs, the pipeline may be suspended on the seabed resulting in the formation of a span.If the free span is long enough, the pipe may experience resonant flow-induced oscillations,leading to structural failure.This study examines the complex flow-structure-sediment interaction leading to the development of local scour holes around submarine pipelines.It reviews published literature in this area,which primarily is confined to the development of 2-dimensional scour holes.Despite the abundance of such research studies,pipeline-scour in the field essentially is 3-dimensional in nature.Hence, most of these studies have overlooked the importance of the transverse dimension of the scour hole,while emphasizing on its vertical dimension.This dearly is an issue that must be re-examined in light of the potential hazard and environmental disaster that one faces in the event of a pipeline failure.Recent studies have begun to recognize this shortcoming,and attempts have been made to overcome the deficiency.The study presents the state-of-the-art knowledge on local scour at submarine pipelines,both from a 2-dimensional as well as the 3-dimensional perspective.

  10. Behavior of full-scale concrete segmented pipelines under permanent ground displacements

    Science.gov (United States)

    Kim, Junhee; O'Connor, Sean; Nadukuru, Srinivasa; Lynch, Jerome P.; Michalowski, Radoslaw; Green, Russell A.; Pour-Ghaz, Mohammed; Weiss, W. Jason; Bradshaw, Aaron

    2010-03-01

    Concrete pipelines are one of the most popular underground lifelines used for the transportation of water resources. Unfortunately, this critical infrastructure system remains vulnerable to ground displacements during seismic and landslide events. Ground displacements may induce significant bending, shear, and axial forces to concrete pipelines and eventually lead to joint failures. In order to understand and model the typical failure mechanisms of concrete segmented pipelines, large-scale experimentation is necessary to explore structural and soil-structure behavior during ground faulting. This paper reports on the experimentation of a reinforced concrete segmented concrete pipeline using the unique capabilities of the NEES Lifeline Experimental and Testing Facilities at Cornell University. Five segments of a full-scale commercial concrete pressure pipe (244 cm long and 37.5 cm diameter) are constructed as a segmented pipeline under a compacted granular soil in the facility test basin (13.4 m long and 3.6 m wide). Ground displacements are simulated through translation of half of the test basin. A dense array of sensors including LVDT's, strain gages, and load cells are installed along the length of the pipeline to measure the pipeline response while the ground is incrementally displaced. Accurate measures of pipeline displacements and strains are captured up to the compressive and flexural failure of the pipeline joints.

  11. DETECCIÓN DE PÉRDIDAS EN TUBERÍAS DE AGUA: PROPUESTA BASADA EN UN BANCO DE FILTROS LEAK DETECTION IN WATER PIPELINES: PROPOSAL BASED ON A BANK OF FILTERS

    Directory of Open Access Journals (Sweden)

    Lucía Castro Burgos

    2009-12-01

    Full Text Available Actualmente la detección de pérdidas (DP en tuberías de agua es un área de investigación activa, y con un creciente interés, debido a la importancia del transporte seguro del vital elemento. Este trabajo considera el problema de DP en tuberías de agua por medio de redundancia analítica, basada en un modelo matemático y utilizando técnicas de estimación de estados, teniendo por objetivo principal estudiar, proponer, implementar y aplicar algoritmos eficientes que permitan abordar de manera general el problema de DP. Para lograr esto se propone y evalúa un banco de filtros, implementados con filtros de Kalman (FK y filtros de partículas (FP. Con esto se busca contribuir conceptualmente a la formulación del problema de DP, de manera modular, permitiendo que en un estudio futuro otras técnicas puedan ser utilizadas para resolver el problema. Además, obtener algoritmos eficientes y confiables, basados en un estimador de estados capaces de responder a requerimientos industriales, tales como: entregar, a partir de medidas de entrada y salida disponibles, una estimación fiable del estado del proceso, esto con independencia de la dinámica lineal o no lineal, asimismo, ser de fácil manejo y fácil configuración. La simulación computacional y los resultados experimentales muestran la efectividad de combinar FP con FK, para el caso básico de dos pérdidas secuenciales en una tubería, presentando ventajas de rápida convergencia y reducción del error de estimación, factores importantes en el problema de DP en ductos hídricos.Currently leak detection (LD in water pipelines is an active area of research that is attracting increasing interest due to the importance of the safe transport of this vital resource. This work considers the problem of LD in water pipes by means of analytical redundancy, based on a mathematical model and using state estimation techniques. The main aim of this work is to research, propose, implement and apply

  12. China Oil & Gas Pipeline Survey & Design Institute, Pipeline

    Institute of Scientific and Technical Information of China (English)

    Bureau of CNPC; Zhao Surong

    1995-01-01

    @@ China Oil/Gas Pipeline Bureau(P.B) is the only professional organization in China specialized in oil/gas pipelines design and construction since 1980s. It has ever cooperated with certain number of well known companies from Japan,USA, Germany, Canada, as well as Italy in the designs of many large oil/gas pipeline projects, during the course of which, personnel from P.B accumulated much experience in international project designs. During the execution of each particular project, they strictly followed the common-use international codes and standards with computers as the auxiliary design system combined with the self-developed software. All its clients showed their trust in this organization and gave it high praise for its outstanding survey, design and technical service.

  13. Leak Detection in Offshore Pipelines of Conveying Fluid

    Institute of Scientific and Technical Information of China (English)

    李俊花; 崔莉

    2004-01-01

    Leakage from pipelines has caused serious environmental pollution and economic losses. Usually, leak detection can reduce the damage. The paper mainly discusses a hydraulic gradient-based leak detection method. The basic idea is outlined first, followed by a description of a laboratory experiment in a water pipeline. Several pressure curves are established based on different leak locations under the condition of a constant total flow rate. It is demonstrated that the leak of a large leak quantity can be detected reliably by the hydraulic gradient method.

  14. Two Submarine Pipelines To Be Built in Bohai Sea

    Institute of Scientific and Technical Information of China (English)

    1997-01-01

    @@ To ensure the second step forward of CNOOC on oil/gas output for the Ninth -Five-Year Plan period, a transcentury project embarked upon its implementation in an all-round way at the beginning of this year by Bohai Company, i.e. two submarine oil/gas pipelines are going to be built across the Bohai Seabed. The two pipelines are of remarkably strategic significance for delivering the abundant resources of oil and gas developed in the Bohai Sea waters to the coastal cities in support of local economic construction and, in a couple of years, they will become "energy corridors" with great economic expectation.

  15. Development Of A Centrifugal Hydrogen Pipeline Gas Compressor

    Energy Technology Data Exchange (ETDEWEB)

    Di Bella, Francis A. [Concepts NREC, White River Junction, VY (United States)

    2015-04-16

    Concepts NREC (CN) has completed a Department of Energy (DOE) sponsored project to analyze, design, and fabricate a pipeline capacity hydrogen compressor. The pipeline compressor is a critical component in the DOE strategy to provide sufficient quantities of hydrogen to support the expected shift in transportation fuels from liquid and natural gas to hydrogen. The hydrogen would be generated by renewable energy (solar, wind, and perhaps even tidal or ocean), and would be electrolyzed from water. The hydrogen would then be transported to the population centers in the U.S., where fuel-cell vehicles are expected to become popular and necessary to relieve dependency on fossil fuels. The specifications for the required pipeline hydrogen compressor indicates a need for a small package that is efficient, less costly, and more reliable than what is available in the form of a multi-cylinder, reciprocating (positive displacement) compressor for compressing hydrogen in the gas industry.

  16. Condensation-Induced Steam Bubble Collapse in a Pipeline

    Institute of Scientific and Technical Information of China (English)

    2000-01-01

    Steam bubbles often occur in pipelines due to the pipeline structure or operational errors. The water hammer force induced by the steam bubble collapse is a hidden safety concern. This paper experimentally and numerically investigates the conditions for steam bubble formation and collapse. A series of video pictures taken in the laboratory show that steam bubbles form and collapse over several cycles. The pressure history of the steam bubbles is measured in conjunction with the pictures. In the experiment, the liquid column cavitated at the low pressures and then the cavities collapsed due to condensation causing high pressure pulses. The process was also simulated numerically. The results suggest that coolant pipeline design and operation must include procedures to avoid steam bubble formation.

  17. Pipeline crossing across Manori Creek, Bombay; advantages of marine acoustic techniques in route selection

    Digital Repository Service at National Institute of Oceanography (India)

    Vora, K.H.; Moraes, C.

    The National Institute of Oceanography (NIO) had carried out such survey in Bombay for obtaining geological informations in order to plan and design a pipeline route crossing Manori Creek to transport fresh water. The survey comprising...

  18. Outer Continental Shelf Oil and Natural Gas Pipelines - Gulf of Mexico Region NAD 27

    Data.gov (United States)

    Bureau of Ocean Energy Management, Department of the Interior — This polyline data set contains the locations of oil and gas pipelines in the Gulf of Mexico Outer Continental Shelf federal waters that are associated with the oil...

  19. Enhancement of Hydrodynamic Processes in Oil Pipelines Considering Rheologically Complex High-Viscosity Oils

    Science.gov (United States)

    Konakhina, I. A.; Khusnutdinova, E. M.; Khamidullina, G. R.; Khamidullina, A. F.

    2016-06-01

    This paper describes a mathematical model of flow-related hydrodynamic processes for rheologically complex high-viscosity bitumen oil and oil-water suspensions and presents methods to improve the design and performance of oil pipelines.

  20. Emergency preparedness of OSBRA Pipeline

    Energy Technology Data Exchange (ETDEWEB)

    Magalhaes, Milton P.; Torres, Carlos A.R.; Almeida, Francisco J.C. [TRANSPETRO, Rio de Janeiro, RJ (Brazil)

    2009-07-01

    This paper presents the experience of PETROBRAS Transporte S. A. - TRANSPETRO in the preparation for emergencies in the OSBRA pipeline, showing specific aspects and solutions developed. The company has a standardized approach for the emergency management, based on risk analysis studies, risk management plan and contingency plans. To cover almost 1,000 km of pipeline, the Company avails of Emergency Response Centers and Environmental Defense Center, located at strategic points. In order to achieve preparation, fire fighting training and oil leakage elimination training are provided. Additionally, simulation exercises are performed, following a schedule worked out according to specific criteria and guidelines. As a conclusion, a picture is presented of the evolution of the preparation for emergencies in the OSBRA System which bears the enormous responsibility of transporting flammable products for almost 1,000 km of pipeline, crossing 40 municipalities, 3 states and the Federal District. (author)

  1. Method and system for pipeline communication

    Science.gov (United States)

    Richardson,; John, G [Idaho Falls, ID

    2008-01-29

    A pipeline communication system and method includes a pipeline having a surface extending along at least a portion of the length of the pipeline. A conductive bus is formed to and extends along a portion of the surface of the pipeline. The conductive bus includes a first conductive trace and a second conductive trace with the first and second conductive traces being adapted to conformally couple with a pipeline at the surface extending along at least a portion of the length of the pipeline. A transmitter for sending information along the conductive bus on the pipeline is coupled thereto and a receiver for receiving the information from the conductive bus on the pipeline is also couple to the conductive bus.

  2. 77 FR 19799 - Pipeline Safety: Pipeline Damage Prevention Programs

    Science.gov (United States)

    2012-04-02

    ..., excavation, tunneling, or construction activity to establish the location of underground facilities in the demolition, excavation, tunneling, or construction area; 2. Disregard location information or markings... construction activity; and 3. Fail to report excavation damage to a pipeline facility to the owner or operator...

  3. 75 FR 13342 - Pipeline Safety: Workshop on Distribution Pipeline Construction

    Science.gov (United States)

    2010-03-19

    ... practices in natural gas distribution pipeline construction management and quality control. This workshop... St. Louis at the Ballpark, 1 South Broadway, St. Louis, MO 63102. Hotel reservations under the ``U.S...-845-7354. A daily base rate of $110.00 is available. The meeting room will be posted at the hotel on...

  4. 78 FR 41496 - Pipeline Safety: Meetings of the Gas and Liquid Pipeline Advisory Committees

    Science.gov (United States)

    2013-07-10

    ... Pipeline and Hazardous Materials Safety Administration Pipeline Safety: Meetings of the Gas and Liquid... for natural gas pipelines and for hazardous liquid pipelines. Both committees were established under.... ACTION: Notice of advisory committee meeting. SUMMARY: This notice announces a public meeting of the...

  5. REMOTE DETECTION OF INTERNAL PIPELINE CORROSION USING FLUIDIZED SENSORS

    Energy Technology Data Exchange (ETDEWEB)

    Narasi Sridhar; Garth Tormoen; Ashok Sabata

    2005-10-31

    Pipelines present a unique challenge to monitoring because of the great geographical distances they cover, their burial depth, their age, and the need to keep the product flowing without much interruption. Most other engineering structures that require monitoring do not pose such combined challenges. In this regard, a pipeline system can be considered analogous to the blood vessels in the human body. The human body has an extensive ''pipeline'' through which blood and other fluids are transported. The brain can generally sense damage to the system at any location and alert the body to provide temporary repair, unless the damage is severe. This is accomplished through a vast network of fixed and floating sensors combined with a vast and extremely complex communication/decision making system. The project described in this report mimics the distributed sensor system of our body, albeit in a much more rudimentary fashion. Internal corrosion is an important factor in pipeline integrity management. At present, the methods to assess internal corrosion in pipelines all have certain limitations. In-line inspection tools are costly and cannot be used in all pipelines. Because there is a significant time interval between inspections, any impact due to upsets in pipeline operations can be missed. Internal Corrosion Direct Assessment (ICDA) is a procedure that can be used to identify locations of possible internal corrosion. However, the uncertainties in the procedure require excavation and location of damage using more detailed inspection tools. Non-intrusive monitoring techniques can be used to monitor internal corrosion, but these tools also require pipeline excavation and are limited in the spatial extent of corrosion they can examine. Therefore, a floating sensor system that can deposit at locations of water accumulation and communicate the corrosion information to an external location is needed. To accomplish this, the project is divided into four main

  6. California Natural Gas Pipelines: A Brief Guide

    Energy Technology Data Exchange (ETDEWEB)

    Neuscamman, Stephanie [Lawrence Livermore National Lab. (LLNL), Livermore, CA (United States); Price, Don [Lawrence Livermore National Lab. (LLNL), Livermore, CA (United States); Pezzola, Genny [Lawrence Livermore National Lab. (LLNL), Livermore, CA (United States); Glascoe, Lee [Lawrence Livermore National Lab. (LLNL), Livermore, CA (United States)

    2013-01-22

    The purpose of this document is to familiarize the reader with the general configuration and operation of the natural gas pipelines in California and to discuss potential LLNL contributions that would support the Partnership for the 21st Century collaboration. First, pipeline infrastructure will be reviewed. Then, recent pipeline events will be examined. Selected current pipeline industry research will be summarized. Finally, industry acronyms are listed for reference.

  7. Modeling and monitoring - important elements in a pipeline integrity management system

    Energy Technology Data Exchange (ETDEWEB)

    Johnsen, Roy; Gartland, Per O. [Force Technology (Norway); Baxandall, Daryl [Force Technology (Canada); Souza Junior, Helio A. de [Corrocean do Brasil Ltda., RJ (Brazil)

    2003-07-01

    A unique model for prediction of corrosion profiles in oil and gas pipelines has been created. The model is based on multiphase flow modeling, water wetting predictions, pH calculations and models of CO{sub 2} and H{sub 2}S corrosion. The input data are typically the pipeline profile, fluid composition data, production rates and data on injected chemicals. It is possible to combine the model with inspection or monitoring data. Based on the uncertainty related to the model and the available data, a probability distribution for the corrosion predictions is established. The result is combined with existing codes for the allowable corrosion attack in pressurized pipes and used to assess the need for pipeline inspection based on the risk of pipeline failure. Detailed example is given for a crude oil pipeline. (author)

  8. Research on Pipeline Holdup Measurement Technology

    Institute of Scientific and Technical Information of China (English)

    LU; Wen-guang; XU; Zheng; CHENG; Yi-mei; SUI; Hong-zhi; YIN; Hong-he

    2012-01-01

    <正>Some of the nuclear material could be deposited in the pipeline system of the nuclear facilities in the operation process. That kind of nuclear materials in the pipeline are called holdup. The measurement of pipeline holdup is not only important for the nuclear material accounting and control of facilities, but also important for the safe operation of facilities.

  9. Wax deposition in crude oil pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Assuncao, Pablo Morelato; Rodrigues, Lorennzo Marrochi Nolding [Universidade Federal do Espirito Santo, Sao Mateus, ES (Brazil). Centro Universitario Norte do Espirito Santo. Engenharia de Petroleo; Romero, Mao Ilich [University of Wyoming, Laramie, WY (United States). Enhanced Oil Recovery Institute], e-mail: mromerov@uwyo.edu

    2010-07-01

    Crude oil is a complex mixture of hydrocarbons which consists of aromatics, paraffins, naphthenics, resins asphaltenes, etc. When the temperature of crude oil is reduced, the heavy components, like paraffin, will precipitate and deposit on the pipe internal wall in the form of a wax-oil gel. The gel deposit consists of wax crystals that trap some amount of oil. As the temperature gets cooler, more wax will precipitate and the thickness of the wax gel will increase, causing gradual solidification of the crude and eventually the oil stop moving inside the offshore pipeline. Crude oil may not be able to be re-mobilized during re-startup. The effective diameter will be reduced with wax deposition, resulting in several problems, for example, higher pressure drop which means additional pumping energy costs, poor oil quality, use of chemical components like precipitation inhibitors or flowing facilitators, equipment failure, risk of leakage, clogging of the ducts and process equipment. Wax deposition problems can become so sever that the whole pipeline can be completely blocked. It would cost millions of dollars to remediate an offshore pipeline that is blocked by wax. Wax solubility decreases drastically with decreasing temperature. At low temperatures, as encountered in deep water production, is easy to wax precipitate. The highest temperature below which the paraffins begins to precipitate as wax crystals is defined as wax appearance temperature (WAT). Deposition process is a complex free surface problem involving thermodynamics, fluid dynamics, mass and heat transfer. In this work, a numerical analysis of wax deposition by molecular diffusion and shear dispersion mechanisms in crude oil pipeline is studied. Diffusion flux of wax toward the wall is estimated by Fick's law of diffusion, in similar way the shear dispersion; wax concentration gradient at the solid-liquid interface is obtained by the volume fraction conservation equation; and since the wax deposition

  10. Detecting abnormalities in gas pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Smati, A. (Institut National des Hydrocarbures et de la Chimie, Bournerdes (Azerbaijan))

    1994-12-01

    The results of the measurement of the principal operating parameters can contain precious information on the condition of gas pipelines. This article explains how statistical tests may be useful in detecting anomalies that can occur on lines and in compressor stations. (author). 6 refs., 3 tabs., 1 fig.

  11. Thermoplastic liners for carbon steel pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Mehdi, Mauyed S.; AlDossary, Abdullah K. [Saudi Aramco, Dhahran (Saudi Arabia)

    2009-12-19

    Materials selection for pipe and fittings used to convey corrosive fluids has often been a challenge. Traditionally, exotic Corrosion Resistant Alloys (CRA) have been used in corrosive environments despite their high cost. Plastic lined carbon steel piping offers a cost effective alternative to the use of CRAs by eliminating corrosion, significantly reducing the use of toxic chemicals and the heavy metal usually present in CRAs. Thermoplastic Liners offer the combination of corrosion resistance and mechanical strength, which are unachievable with singular materials. Under pressure conditions, the liner is fully supported by the metalwork, while under vacuum conditions, the liner must be thick enough along with venting system to withstand the collapsing forces created by the negative pressure. Plastic liners have been used successfully to line and protect metallic pipelines for many years and have become an indispensable requirement of the oil and gas industry particularly with water injection and hydrocarbon services. In the case of internally corroded pipes, the use of thermoplastic liners for rehabilitation is an option to extend the lifetime of companies' assets, reduce maintenance cost and increase intervals between T and Is. For new construction, plastic liners in carbon steel pipes can compete technically and economically with pipelines of CRA materials and other corrosion inhibition systems. This paper describes various design features, installations of thermoplastic liners in comparison to other corrosion inhibition methods. (author)

  12. Haltenpipe and Troll oil pipeline, technology at the forefront

    Energy Technology Data Exchange (ETDEWEB)

    Blaker, F. [Statoil, Stavenger (Norway)

    1996-12-31

    Offshore pipeline technology coprises a spectrum of technologies within seabed mapping, design, materials, construction, inspection and maintenance. This paper deals with some of the recent developments, characterised by achievements within two specific projects on the Norwegian continental shelf. These developments concern the Troll oil pipeline and the Haltenbank projects. These are the use of advanced subsea mapping and position technology, hydraulic flow modelling simulating unique flow conditions inside a deep and narrow fjord, control of multiple free span behaviour by use of advanced design methology, use of strain based criteria to reduce large scale seabed correction works, high precision pipeline installation in deep weater involving guided laying to ensure the correct position of the pipeline across pre-installed gravel burns and at lateral counteracts, and a midline tie-in concept comprising an above-water welded tie-in of a prefabricated bend section and on bottom installation of hydraulic operated mechanical connectors specially developed for diverless repair contingency in deep waters. 10 figs.

  13. 某300MW机组高压给水管道热位移异常原因分析及处理%Analysis and Treatment about Thermal Displacement Anomaly of High Pressure Water Supply Pipeline for a 300MW Unit

    Institute of Scientific and Technical Information of China (English)

    刘明; 张毓琳

    2016-01-01

    For 300 MW unit high pressure feed water pipe support and hanger cold and hot state examination revealed some of its tube vertical section to thermal expansion displacement is zero, through a pipeline stress calculation to determine the pipeline thermal expansion blocked the huge harm on the tube, through the design of data query check and a hanger type selection calculation to determine the abnormal displacement due to two groups of constant force hanger selection is too large, ultimately through constant force hanger for a suitable replacement, the pipeline thermal expansion displacement of normal, effectively guarantee the safe operation of the unit.%对某300MW机组高压给水管道支吊架的冷、热态检查发现其部分管段竖直向热膨胀位移为零,经过管道应力计算确定了管道热膨胀受阻对管系安全的巨大危害,通过设计资料查询核对及吊架选型计算,确定了位移异常的原因为两组恒力吊架选型过大,最终通过更换合适的恒力吊架,使得管道热膨胀位移正常,有效的保证了机组的安全运行。

  14. Shipbuilding pipeline production quality improvement

    Directory of Open Access Journals (Sweden)

    T. Buksa

    2010-06-01

    Full Text Available Purpose: The pipeline production is one of major processes in shipbuilding industry. Quality improvement and risk assessment in this process can yield significant savings, both in terms of internal quality costs as well as in terms of customer satisfactions.Design/methodology/approach: Shipbuilding pipeline production quality improvement has been carried out by application of FMEA (Failure Mode and Effect Analysis method. For the successful implementation of FMEA method it is necessary to identify process failure modes or possibility of the appearance of non-compliance, as well as their possible causes. For qualitative analysis of key input variables of the process, in the paper is used Ishikawa diagram and p-chart.Findings: It is shown that proposed approach to risk assessment in shipbuilding pipeline production is applicable to real casa scenario. The analysis has identified the points in the process with the highest probability of occurrence of nonconformities, or the highest risk for error.Research limitations/implications: As the experimenting has been conducted in shipyard, within production process, research schedule must have been set in accordance with production pace. Also, due to character of production process the data collecting was adopted to the production plan in that particular moment.Practical implications: Dealing with causes of potential nonconformities in the process can significantly contribute to the reliability and robustness of the process. Corrective actions that have been taken based on results of analysis significantly contributed to the level of quality in the pipeline production process.Originality/value: The pepper is dealing with a well known method applied in different production environment that are mostly conservative in production approach. It was shown that successful application of proposed approach can yield benefits especially in improved quality of produced pipelines within shipbuilding industry.

  15. Optical Fiber Pipeline Security Forewarning System

    Institute of Scientific and Technical Information of China (English)

    Jiang Qishan; Ren Ruijun; Ren Peikui

    2010-01-01

    @@ With the rapid development of China's economy,such incidents occurring to oil & gas pipelines as industrial and agricultural production,natural disasters,oil stealing,etc.have been prevailing and brought negative influences to the normal operation of pipelines.On account of all such destructive activities,firstly the soil around the pipeline should be vibrated,and then the cable laid in the pipe trench could respond to the vibration.Using this technology,the Department of Science & Technology of CNPC has embarked on the research of relevant equipment to monitor pipeline activities along the pipeline since 2001.

  16. Renovation of gas- and water pipelines. The new DVGW-worksheet GW 320-1; Erneuerung von Gas- und Wasserrohrleitungen. Das neue DVGW-Arbeitsblatt GW 320-1

    Energy Technology Data Exchange (ETDEWEB)

    Penski, Thomas [NBB Netzgesellschaft Berlin-Brandenburg mbH und Co. KG, Berlin (Germany). Betrieb Netze

    2009-07-01

    After ten year application a comprehensive revise of DVGW-worksheet GW 320-1 has taken place. Metallic pipe materials have been gathered and state-of-the-art taken into account. Examples from gas pipeline grid at Berlin make clear practice suitability of the worksheet. (orig./GL)

  17. Oil pipeline valve automation for spill reduction

    Energy Technology Data Exchange (ETDEWEB)

    Mohitpour, Mo; Trefanenko, Bill [Enbridge Technology Inc, Calgary (Canada); Tolmasquim, Sueli Tiomno; Kossatz, Helmut [TRANSPETRO - PETROBRAS Transporte S.A., Rio de Janeiro, RJ (Brazil)

    2003-07-01

    Liquid pipeline codes generally stipulate placement of block valves along liquid transmission pipelines such as on each side of major river crossings where environmental hazards could cause or are foreseen to potentially cause serious consequences. Codes, however, do not stipulate any requirement for block valve spacing for low vapour pressure petroleum transportation, nor for remote pipeline valve operations to reduce spills. A review of pipeline codes for valve requirement and spill limitation in high consequence areas is thus presented along with a criteria for an acceptable spill volume that could be caused by pipeline leak/full rupture. A technique for deciding economically and technically effective pipeline block valve automation for remote operation to reduce oil spilled and control of hazards is also provided. In this review, industry practice is highlighted and application of the criteria for maximum permissible oil spill and the technique for deciding valve automation thus developed, as applied to ORSUB pipeline is presented. ORSUB is one of the three initially selected pipelines that have been studied. These pipelines represent about 14% of the total length of petroleum transmission lines operated by PETROBRAS Transporte S.A. (TRANSPETRO) in Brazil. Based on the implementation of valve motorization on these three pipeline, motorization of block valves for remote operation on the remaining pipelines is intended, depending on the success of these implementations, on historical records of failure and appropriate ranking. (author)

  18. Upstream pipelines : inspection, corrosion and integrity management

    Energy Technology Data Exchange (ETDEWEB)

    Paez, J.; Stephenson, M. [Talisman Energy Inc., Calgary, AB (Canada)] (comps.)

    2009-07-01

    Accurate inspection techniques are needed to ensure the integrity of pipelines. This working group discussed methods of reducing pipeline failures for a variety of pipes. A summary of recent pipeline performance statistics was presented, as well as details of third party damage and fiberglass pipe failures. A batch inhibitor joint industry project was described. The session demonstrated that integrity program need to be developed at the field-level as well as at the upper management level. Fiberglass pipeline failures are significant problem for pipeline operators. Corrosion monitoring, pigging and specific budgets are needed in order to ensure the successful management of pipeline integrity. New software developed to predict pipeline corrosion rates was discussed, and methods of determining mole fractions and flow regimes were presented. The sessions included updates from regulators and standards agencies as well as discussions of best practices, regulations, codes and standards related to pipeline integrity. The working group was divided into 4 sessions: (1) updates since 2007 with input from the Canadian Association of Petroleum Producers (CAPP) and the Upstream Pipeline Integrity Management Association (UPIMA); (2) integrity of non-metallic pipelines; (3) upstream pipeline integrity issues; and (4) hot topics. tabs., figs.

  19. The MIRI Medium Resolution Spectrometer calibration pipeline

    CERN Document Server

    Labiano, A; Bailey, J I; Beard, S; Dicken, D; García-Marín, M; Geers, V; Glasse, A; Glauser, A; Gordon, K; Justtanont, K; Klaassen, P; Lahuis, F; Law, D; Morrison, J; Müller, M; Rieke, G; Vandenbussche, B; Wright, G

    2016-01-01

    The Mid-Infrared Instrument (MIRI) Medium Resolution Spectrometer (MRS) is the only mid-IR Integral Field Spectrometer on board James Webb Space Telescope. The complexity of the MRS requires a very specialized pipeline, with some specific steps not present in other pipelines of JWST instruments, such as fringe corrections and wavelength offsets, with different algorithms for point source or extended source data. The MRS pipeline has also two different variants: the baseline pipeline, optimized for most foreseen science cases, and the optimal pipeline, where extra steps will be needed for specific science cases. This paper provides a comprehensive description of the MRS Calibration Pipeline from uncalibrated slope images to final scientific products, with brief descriptions of its algorithms, input and output data, and the accessory data and calibration data products necessary to run the pipeline.

  20. COUPLING NORSOK CO2 CORROSION PREDICTION MODEL WITH PIPELINES THERMAL/HYDRAULIC MODELS TO SIMULATE CO2 CORROSION ALONG PIPELINES

    Directory of Open Access Journals (Sweden)

    MOKHTAR CHE ISMAIL

    2011-12-01

    Full Text Available Pipelines transporting oil and gas are vulnerable to internal corrosion when water forms a part of the transported fluids. The presence of carbon dioxide (CO2 in the fluid accelerates the corrosion rate due to its reaction with water which results in forming carbonic acid, and hence, water pH is reduced. The corrosion rate prediction is an important task needed to manage and control the corrosion. The prediction can be carried on by selecting one of many empirical and mechanistic models that developed for corrosion rate prediction. One of these models is NORSOK model, an empirical model developed by NORSOK Norwegian standard for CO2 corrosion prediction in straight pipes. In this paper NORSOK model has been coupled to thermal and hydraulic models to predict CO2 corrosion rate along pipelines.

  1. Russia: the pipeline diplomacy; Russie: la diplomatie du pipeline

    Energy Technology Data Exchange (ETDEWEB)

    Bourdillon, Y

    2005-01-15

    First world producer of oil and gas, Russia wishes to use its mastery of energy distribution to recover its great power status. The oil and gas pipelines network is the basement used by Russia to build up its hegemony in Europe. The Russian oil and gas companies are also carrying out a long-term strategy of international expansion, in particular thanks to investments in the neighboring countries for the building of new infrastructures or the purchase of oil refineries. (J.S.)

  2. 75 FR 81602 - Tennessee Gas Pipeline Company; Notice of Intent To Prepare an Environmental Assessment for the...

    Science.gov (United States)

    2010-12-28

    ... emergency generator, hot water boiler and space heater, all fueled by natural gas. In order to connect the... Energy Regulatory Commission Tennessee Gas Pipeline Company; Notice of Intent To Prepare an Environmental... Expansion Project (Project) involving construction and operation of facilities by Tennessee Gas Pipeline...

  3. Wireless sensor network-based improved NPW leakage detection algorithm for real-time application in pipelines

    CSIR Research Space (South Africa)

    Adedeji, K

    2016-09-01

    Full Text Available of pipelines transporting this resource needs to be reduced. This paper briefly elaborates on work in progress employing wireless sensor networks (WSNs) to an improved negative pressure wave method for real-time leakage monitoring of a water pipeline network....

  4. 18 CFR Appendix C to Part 2 - Nationwide Proceeding Computation of Federal Income Tax Allowance Independent Producers, Pipeline...

    Science.gov (United States)

    2010-04-01

    ... 18 Conservation of Power and Water Resources 1 2010-04-01 2010-04-01 false Nationwide Proceeding Computation of Federal Income Tax Allowance Independent Producers, Pipeline Affiliates and Pipeline Producers... Total computed revenue 9,465,231,966 8,985,807,669 2,336,439,376 16(gross income) 17 18...

  5. Analytic prognostic for petrochemical pipelines

    CERN Document Server

    Jaoude, Abdo Abou; El-Tawil, Khaled; Noura, Hassan; Ouladsine, Mustapha

    2012-01-01

    Pipelines tubes are part of vital mechanical systems largely used in petrochemical industries. They serve to transport natural gases or liquids. They are cylindrical tubes and are submitted to the risks of corrosion due to high PH concentrations of the transported liquids in addition to fatigue cracks due to the alternation of pressure-depression of gas along the time, initiating therefore in the tubes body micro-cracks that can propagate abruptly to lead to failure. The development of the prognostic process for such systems increases largely their performance and their availability, as well decreases the global cost of their missions. Therefore, this paper deals with a new prognostic approach to improve the performance of these pipelines. Only the first mode of crack, that is, the opening mode, is considered.

  6. The life of hydrotransport pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Turchaninov, S.P.

    1973-01-01

    This book summarizes information on the hydroabrasive wear of pressurized pipes transporting bulk solid materials, such as coal. An analysis is presented of the operation of pipelines, and measures are recommended for their effective use. Methods of laboratory and production studies of hydroabrasive wear of pipes are described. The regularities of hydroabrasive wear of pipes are systematized as functions of the hydraulic characteristics of transportation and other operational factors. Methods are studied for increasing the durability of pipelines, and recommendations are given for determination of their throughput capacity through their entire service life. The book is designed for engineering and technical workers, planning-design and scientific research organizations, and may also be useful to university students. (87 refs.)

  7. Products pipelines facing major operational changes. Lead phasedown

    Energy Technology Data Exchange (ETDEWEB)

    Teel, H.L.

    1985-06-01

    This paper studies the impact which the US Environmental Protection Agency's new standards for lead in gasoline will have on petroleum products pipelines. The options that refiners may exercise in their approach to lead phasedown are examined. Although most refiners will have little trouble complying with the 0.1 gm/gal standard, the authors express concern in the area of handling gasoline at 0.1 gm/gal if EPA specifies a minimum lead content necessary to protect those engines that require lead. For those pipelines that operate loading terminals, the handling of sub-grades will tax existing facilities. Alcohol storage tanks must be designed to prevent water entry from rain and snow. Additional mainline monitoring will be required. The types of fuels that multi-product pipelines will be asked to handle as a result of lead phasedown is uncertain at this time. But the authors are certain that the products pipeline business is in for challenging, interesting, and perhaps, even revolutionary times.

  8. Al Nahrwan Water Supply Project. Al Nahrwan, Iraq

    Science.gov (United States)

    2006-03-15

    This contract was for the design and construction of water pipelines , connection of fifty houses to the new water pipeline, and removal of illegal...to change the length and diameter of the required water pipelines . This modification increased the total contract value from $163,035 to $289,980

  9. Analysis of several ways to minimize the scatter contribution in radiographic digital images of offshore pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Souza, Edmilson M.; Silva, Ademir X.; Lopes, Ricardo T., E-mail: emonteiro@nuclear.ufrj.b, E-mail: ademir@nuclear.ufrj.b, E-mail: Ricardo@lin.ufrj.b [Coordenacao dos Programas de Pos-Graduacao de Engenharia (PEN/COPPE/UFRJ), Rio de Janeiro, RJ (Brazil). Programa de Engenharia Nuclear; Correa, Samanda C.A., E-mail: scorrea@cnen.gov.b [Comissao Nacional de Energia Nuclear (DIAPI/CGMI/CNEN), Rio de Janeiro, RJ (Brazil). Coordenacao Geral de Instalacoes Medicas e Industriais. Div. de Aplicacoes Industriais

    2011-07-01

    The aim of this work is to evaluate, through MCNPX simulations, several ways to minimize the scatter contribution in radiographic digital images of offshore pipelines. The influence of liquid inside the pipes and water surrounded the pipelines in the scatter contribution will be analyzed. The use of lead screen behind the detector to reduce the backscattered radiation and filter between the radiation source and the pipes will be discussed. (author)

  10. Response of a pipeline to ground movements caused by trenching in compressible alluvium

    Science.gov (United States)

    Carder, D. R.; Taylor, M. E.; Pocock, R. G.

    Disturbance of the ground due to work on buried services, such as the renewal, replacement or construction of deep sewers, is likely to cause differential ground movements in the vicinity. This may be a factor contributing to failure in nearby service pipelines such as drainage, gas and water mains. The response of an instrumented shallow buried pipeline to ground movements caused by adjacent deep trenching in a compressible alluvium is described.

  11. Protective coating as a factor to ensure the strength and hydraulic performance of recoverable pipelines

    OpenAIRE

    Orlov Vladimir Aleksandrovich; Zotkin Sergey Petrovich; Khrenov Konstantin Evgen’evich; Dezhina Irina Sergeevna; Bogomolova Irina Olegovna

    2015-01-01

    The authors present an analysis of various types of internal protective pipeline coatings to ensure the strength and hydraulic characteristics of a remodeled pipeline and related coating methods for effective trenchless renovation of engineering systems, water supply systems and sanitation. As protective coating the authors considered a round profile tube of a smaller diameter than of the old pipe, close to the old pipe, sprayed lining on the basis of inorganic and inorganic materials. The ar...

  12. Logistics aspects of pipeline transport in the supply of petroleum products

    Directory of Open Access Journals (Sweden)

    Wessel Pienaar

    2008-09-01

    Full Text Available The commercial transportation of crude oil and petroleum products by pipeline is receiving increased attention in South Africa. Transnet Pipeline Transport has recently obtained permission from the National Energy Regulator of South Africa (Nersa to construct and operate a new petroleum products pipeline of 60 cm diameter from Durban to Gauteng. At an operating speed of 10 km/h the proposed 60 cm Transnet pipeline would be able to deliver 3,54 million litres of petroleum product per hour. This is equivalent to 89 deliveries per hour using road tank vehicles with an average carrying capacity of 40 000 litres of fuel per vehicle. This pipeline throughput is also equivalent to two trains departing per hour, each consisting of 42 petroleum tank wagons with an average carrying capacity of 42 500 litres of fuel per wagon. Considering that such road trucks and rail wagons return empty to the upstream refineries in Durban, it is clear that there is no tenable long-term alternative to pipeline transport:pipeline transport is substantially cheaper than road and rail transport;pipeline transport is much safer than rail and especially road transport; andpipeline transport frees up alternative road and rail transport capacity.Pipeline transport is a non-containerised bulk mode of transport for the carriage of suitable liquids (for example, petroleum commodities, which include crude oil, refined fuel products and liquid petro-chemicals, gas, slurrified coal and certain water-suspended ores and minerals. InSouth Africa, petroleum products account for the majority of commercial pipeline traffic, followed by crude oil and natural gas. There are three basic types of petroleum pipeline transport systems:Gathering pipeline systemsCrude oil trunk pipeline systemsRefined products pipeline systems Collectively, these systems provide a continuous link between extraction, processing, distribution, and wholesalers’ depots in areas of consumption. The following

  13. Methodology for determination of pipeline trenching depth in shore approach areas using local environmental data and numerical models

    Energy Technology Data Exchange (ETDEWEB)

    Rego, Valeria S.; Braga, Vinicius R.; Mansur Barros, Claudio R.; Martinez, Marcio B.; Piaulino, Pedro O.; Teixeira, Marcelo J.B. [PETROBRAS S.A., Rio de Janeiro, RJ (Brazil); Gusmao, Luiz A.B. [Aquamodelo Consultoria e Engenharia Ltda., Rio de Janeiro, RJ (Brazil)

    2005-07-01

    Shore-approach engineering design of pipelines, including pipeline trenching specifications, presents great complexity due to comparatively (in relation to deeper waters) harsher environmental conditions and highly dynamic interaction between waves, currents and sediment transport. In general, pipelines should be buried in beach areas, but depending on the sea conditions and the trench depth, the pipeline may become unburied during its operational life. Unburied pipelines at shore-approach areas may suffer the action of unpredicted loads. The uncertainty related to these loads may decrease the structural reliability of the pipeline. the problem to be solved is how deep a pipeline requires to be trenched at the shore approach area, considering that it should be kept in this condition throughout its design life. This should be achieved with a cost-effective solution, assuring the structural reliability of the pipeline during operation, in addition to considering the feasibility of the project. Directional wave, water level, beach profile and sediment grain distribution data in the shore approach area permit determination of typical profiles, median sediment grain size, extreme and frequent wave and water level conditions, which are parameters to be used to simulate beach profile evolution through numerical model SBEACH and estimate the minimum burial depth profile. (author)

  14. Environmental Assessment for Water Well Development at Buckley Air Force Base

    Science.gov (United States)

    2010-06-01

    Storage Tank (AST) 250,000-gallon capacity Water Pipelines * Well #1 to AST 1,633 linear feet (LF) Well #2 to AST intake pipeline 838 LF Well #3 to...capacity Water Pipelines * Well #1 to AST 2,940 LF Well #2 to AST intake pipeline 1,911 LF Well #3 to AST intake pipeline 2,888 LF AST to...Aboveground Storage Tank (AST) 250,000-gallon capacity Water Pipelines * Well #1 to AST 2,921 LF Well #2 to AST intake pipeline 1,698 LF Well #3 to

  15. Mechanism of the self-excited oscillation pipeline flocculator

    Institute of Scientific and Technical Information of China (English)

    2006-01-01

    This paper presents the research on the dynamic mechanism of flocculation based on the characteristcs of turbulent flow. The shearing force and the centrifugal force transferred by the vortex are the main forces to cause collision of flocculated grains in water and the shearing force is the primary one. Based on this mechanism, a new type of self-excited oscillation pipeline flocculator is designed.

  16. STATUS AND PROSPECT OF OIL AND GAS PIPELINES IN CHINA

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    @@ With the exploration and development of natural gas and the increase of crude oil import, the industry of China's Oil and Gas Pipelines has witnessed rapid development. Especially the gas pipeline industry is entering a peak period of development. Thanks to the completion and operation of large-scale pipeline projects including West-East Gas Transportation Pipeline project,Shanxi-Beijing Gas Pipeline Ⅱ, Ji-Ning Pipeline,Huaiyang-Wuhan Pipeline, Guangdong LNG Pipeline,Western Pipeline and Pearl River Delta Oil Product Pipeline, many trans-regional gas and oil pipeline networks with initial scale have been gradually established and improved in China. Meanwhile, the metallurgy,manufacturing and construction level of pipelines has been greatly developed, achieving world top level. The next five years is still a peak period of development for China's gas and oil pipeline industry which will enjoy a broader prospect.

  17. FPGA Implementation of Wave Pipelining CORDIC Algorithms

    Institute of Scientific and Technical Information of China (English)

    CUI Wei

    2008-01-01

    The implementation of the coordinate rotational digital computer (CORDIC) algorithm with wave pipelining technique on field programmable gate array (FPGA) is described. All data in FPGA-based wave pipelining pass through a number of logic gates, in the same way that all data pass through the same number of registers in a conventional pipeline. Moreover, all paths are routed using identical routing resources. The manual placement, timing driven routing and timing analyzing techniques are applied to optimize the layout for achieving good path balance. Experimental results show that a 256-LUT logic depth circuit mapped on XC4VLX15-12 runs as high as 330MHz, which is a little lower than the speed of 336MHz based on the conventional 16-stage pipelining in the same chip. The latency of the wave pipelining circuit is 30.3ns, which is 36.4% shorter than the latency of 16-stage conventional pipelining circuit.

  18. 49 CFR 195.9 - Outer continental shelf pipelines.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 3 2010-10-01 2010-10-01 false Outer continental shelf pipelines. 195.9 Section... HAZARDOUS LIQUIDS BY PIPELINE General § 195.9 Outer continental shelf pipelines. Operators of transportation pipelines on the Outer Continental Shelf must identify on all their respective pipelines the specific...

  19. Seismic fragility formulations for segmented buried pipeline systems including the impact of differential ground subsidence

    Energy Technology Data Exchange (ETDEWEB)

    Pineda Porras, Omar Andrey [Los Alamos National Laboratory; Ordaz, Mario [UNAM, MEXICO CITY

    2009-01-01

    Though Differential Ground Subsidence (DGS) impacts the seismic response of segmented buried pipelines augmenting their vulnerability, fragility formulations to estimate repair rates under such condition are not available in the literature. Physical models to estimate pipeline seismic damage considering other cases of permanent ground subsidence (e.g. faulting, tectonic uplift, liquefaction, and landslides) have been extensively reported, not being the case of DGS. The refinement of the study of two important phenomena in Mexico City - the 1985 Michoacan earthquake scenario and the sinking of the city due to ground subsidence - has contributed to the analysis of the interrelation of pipeline damage, ground motion intensity, and DGS; from the analysis of the 48-inch pipeline network of the Mexico City's Water System, fragility formulations for segmented buried pipeline systems for two DGS levels are proposed. The novel parameter PGV{sup 2}/PGA, being PGV peak ground velocity and PGA peak ground acceleration, has been used as seismic parameter in these formulations, since it has shown better correlation to pipeline damage than PGV alone according to previous studies. By comparing the proposed fragilities, it is concluded that a change in the DGS level (from Low-Medium to High) could increase the pipeline repair rates (number of repairs per kilometer) by factors ranging from 1.3 to 2.0; being the higher the seismic intensity the lower the factor.

  20. Development of ecologically safe method for main oil and gas pipeline trenching

    Directory of Open Access Journals (Sweden)

    Akhmedov Asvar Mikdadovich

    2014-05-01

    Full Text Available Constructive, technical and technological reliability of major pipeline ensures ecological safety on different stages of life circle - beginning with project preparation activities up to the end of major pipeline operation. Even in the process of transition into new life circle stage, no matter if the pipeline needs major repairs or reconstruction, such technical and technological solutions should be found, which would preserve ecological stability of nature-anthropogenic system. Development of ecology protection technologies of construction, reconstruction and major repairs of main pipelines is of great importance not only for a region, but ensures ecological safety across the globe. The article presents a new way of trenching the main oil and gas pipeline, preservation and increase of ecological safety during its service. The updated technological plan is given in the paper for overhaul of the main oil and gas pipeline using the new technology of pipeline trenching. The suggested technical solution contributes to environment preservation with the help of deteriorating shells - the shells’ material decomposes into environment-friendly components: carbon dioxide, water and humus. The quantity of polluting agents in the atmosphere decreases with the decrease of construction term and quantity of technical equipment.

  1. Tubular lining material for pipelines having bends

    Energy Technology Data Exchange (ETDEWEB)

    Moringa, A.; Sakaguchi, Y.; Hyodo, M.; Yagi, I.

    1987-03-24

    A tubular lining material for pipelines having bends or curved portions comprises a tubular textile jacket made of warps and wefts woven in a tubular form overlaid with a coating of a flexible synthetic resin. It is applicable onto the inner surface of a pipeline having bends or curved portions in such manner that the tubular lining material with a binder onto the inner surface thereof is inserted into the pipeline and allowed to advance within the pipeline, with or without the aid of a leading rope-like elongated element, while turning the tubular lining material inside out under fluid pressure. In this manner the tubular lining material is applied onto the inner surface of the pipeline with the binder being interposed between the pipeline and the tubular lining material. The lining material is characterized in that a part of all of the warps are comprised of an elastic yarn around which, over the full length thereof, a synthetic fiber yarn or yarns have been left-and/or right-handedly coiled. This tubular lining material is particularly suitable for lining a pipeline having an inner diameter of 25-200 mm and a plurality of bends, such as gas service pipelines or house pipelines, without occurrence of wrinkles in the lining material in a bend.

  2. Transmission pipeline calculations and simulations manual

    CERN Document Server

    Menon, E Shashi

    2014-01-01

    Transmission Pipeline Calculations and Simulations Manual is a valuable time- and money-saving tool to quickly pinpoint the essential formulae, equations, and calculations needed for transmission pipeline routing and construction decisions. The manual's three-part treatment starts with gas and petroleum data tables, followed by self-contained chapters concerning applications. Case studies at the end of each chapter provide practical experience for problem solving. Topics in this book include pressure and temperature profile of natural gas pipelines, how to size pipelines for specified f

  3. A quick guide to pipeline engineering

    CERN Document Server

    Alkazraji, D

    2008-01-01

    Pipeline engineering requires an understanding of a wide range of topics. Operators must take into account numerous pipeline codes and standards, calculation approaches, and reference materials in order to make accurate and informed decisions.A Quick Guide to Pipeline Engineering provides concise, easy-to-use, and accessible information on onshore and offshore pipeline engineering. Topics covered include: design; construction; testing; operation and maintenance; and decommissioning.Basic principles are discussed and clear guidance on regulations is provided, in a way that will

  4. Pipeline heating method based on optimal control and state estimation

    Energy Technology Data Exchange (ETDEWEB)

    Vianna, F.L.V. [Dept. of Subsea Technology. Petrobras Research and Development Center - CENPES, Rio de Janeiro, RJ (Brazil)], e-mail: fvianna@petrobras.com.br; Orlande, H.R.B. [Dept. of Mechanical Engineering. POLI/COPPE, Federal University of Rio de Janeiro - UFRJ, Rio de Janeiro, RJ (Brazil)], e-mail: helcio@mecanica.ufrj.br; Dulikravich, G.S. [Dept. of Mechanical and Materials Engineering. Florida International University - FIU, Miami, FL (United States)], e-mail: dulikrav@fiu.edu

    2010-07-01

    In production of oil and gas wells in deep waters the flowing of hydrocarbon through pipeline is a challenging problem. This environment presents high hydrostatic pressures and low sea bed temperatures, which can favor the formation of solid deposits that in critical operating conditions, as unplanned shutdown conditions, may result in a pipeline blockage and consequently incur in large financial losses. There are different methods to protect the system, but nowadays thermal insulation and chemical injection are the standard solutions normally used. An alternative method of flow assurance is to heat the pipeline. This concept, which is known as active heating system, aims at heating the produced fluid temperature above a safe reference level in order to avoid the formation of solid deposits. The objective of this paper is to introduce a Bayesian statistical approach for the state estimation problem, in which the state variables are considered as the transient temperatures within a pipeline cross-section, and to use the optimal control theory as a design tool for a typical heating system during a simulated shutdown condition. An application example is presented to illustrate how Bayesian filters can be used to reconstruct the temperature field from temperature measurements supposedly available on the external surface of the pipeline. The temperatures predicted with the Bayesian filter are then utilized in a control approach for a heating system used to maintain the temperature within the pipeline above the critical temperature of formation of solid deposits. The physical problem consists of a pipeline cross section represented by a circular domain with four points over the pipe wall representing heating cables. The fluid is considered stagnant, homogeneous, isotropic and with constant thermo-physical properties. The mathematical formulation governing the direct problem was solved with the finite volume method and for the solution of the state estimation problem

  5. 77 FR 16471 - Pipeline Safety: Implementation of the National Registry of Pipeline and Liquefied Natural Gas...

    Science.gov (United States)

    2012-03-21

    ...: Implementation of the National Registry of Pipeline and Liquefied Natural Gas Operators AGENCY: Pipeline and... registry of pipeline and liquefied natural gas operators. This notice provides updates to the information... and liquefied natural gas (LNG) operators. New operators use the national registry to obtain...

  6. Cost of Water Distribution System Infrastructure Rehabilitation, Repair, and Replacement.

    Science.gov (United States)

    1985-03-01

    Piping for Water and Other Liquids," ANSI/AWWA C105-77, Denver, Colo. __--_ 1983. "Standard for Cement-Mortar Lining of Water Pipelines In-Place," AWWA...cathodic protection for eliminating pipeline leaks has been documented by Westerback (1982), who showed that the number of ’ leaks from several water ... pipelines in California was dramatically reduced by * . installing cathodic protection. 95. A special method of corrosion control for bare pipelines is re

  7. The CARMA Data Reduction Pipeline

    Science.gov (United States)

    Friedel, D. N.

    2013-10-01

    The Combined Array for Millimeter-wave Astronomy (CARMA) data reduction pipeline (CADRE) has been developed to give investigators a first look at a fully reduced set of their data. It runs automatically on all data produced by the telescope as they arrive in the data archive. CADRE is written in Python and uses Python wrappers for MIRIAD subroutines for direct access to the data. It applies passband, gain and flux calibration to the data sets and produces a set of continuum and spectral line maps in both MIRIAD and FITS format. CADRE has been in production for a year and this poster will discuss the current capabilities and planned improvements.

  8. Addressing the workforce pipeline challenge

    Energy Technology Data Exchange (ETDEWEB)

    Leonard Bond; Kevin Kostelnik; Richard Holman

    2006-11-01

    A secure and affordable energy supply is essential for achieving U.S. national security, in continuing U.S. prosperity and in laying the foundations to enable future economic growth. To meet this goal the next generation energy workforce in the U.S., in particular those needed to support instrumentation, controls and advanced operations and maintenance, is a critical element. The workforce is aging and a new workforce pipeline, to support both current generation and new build has yet to be established. The paper reviews the challenges and some actions being taken to address this need.

  9. 77 FR 51848 - Pipeline Safety: Information Collection Activities

    Science.gov (United States)

    2012-08-27

    ... Pipeline and Hazardous Materials Safety Administration Pipeline Safety: Information Collection Activities...) Current expiration date; (4) Type of request; (5) Abstract of the information collection activity; (6... activity. PHMSA requests comments on the following information collections: Title: Pipeline Safety:...

  10. 75 FR 30099 - Pipeline Safety: Information Collection Activities

    Science.gov (United States)

    2010-05-28

    ... TRANSPORTATION Pipeline and Hazardous Materials Safety Administration Pipeline Safety: Information Collection Activities AGENCY: Pipeline and Hazardous Materials Safety Administration, DOT. ACTION: Notice. SUMMARY: In compliance with the Paperwork Reduction Act, PHMSA announces that the currently approved...

  11. Oil and Natural Gas Pipelines, North America, 2010, Platts

    Data.gov (United States)

    U.S. Environmental Protection Agency — The Oil and Natural Gas Pipeline geospatial data layer contains gathering, interstate, and intrastate natural gas pipelines, crude and product oil pipelines, and...

  12. 18 CFR 284.227 - Certain transportation by intrastate pipelines.

    Science.gov (United States)

    2010-04-01

    ... Interstate Pipelines on Behalf of Others and Services by Local Distribution Companies § 284.227 Certain... interstate pipeline or local distribution company served by an interstate pipeline. (e) Pregrant...

  13. Water: Critical Infrastructure and Key Resources Sector-Specific Plan as Input to the National Infrastructure Protection Plan

    Science.gov (United States)

    2007-05-01

    to the practice of placing water pipelines , electricity lines, telecommunication lines, etc. in common corridors. Water is an unusual commodity in...the power sector often depends on the Water Sector for cooling water. Geographic interdependencies arise when infra- structure components (e.g., water ... pipelines , conveyance lines, gas pipelines, and telecommunications cables) share common corridors, thus increasing the vulnerabilities to and

  14. 77 FR 36525 - Cheniere Creole Trail Pipeline Company, L.P.; Notice of Intent To Prepare an Environmental...

    Science.gov (United States)

    2012-06-19

    ... Creole Trail Pipeline system and allow for the delivery of feed gas to the Sabine Pass Liquefaction...: Geology and soils; Land use; Water resources, fisheries, and wetlands; Cultural resources;...

  15. Prediction of Scour Depth around Offshore Pipelines in the South China Sea

    Institute of Scientific and Technical Information of China (English)

    Yonggang Cao; Yuchuan Bai; Junqin Wang; Shizhi Liao; Dong Xu

    2015-01-01

    Scour depth prediction of offshore pipelines is of great significance to the design and construction of the submarine pipeline projects. In this paper, based on the CFD software package FLUENT and User Defined Function (UDF), an Eulerian two-phase model, which includes an Euler-Euler coupled model for water and sediment phases, and a turbulent model for the fluid phase, is adopted to predict the scour depth around pipelines. The model is verified by observation data obtained from laboratory experiments. On the basis of the simulations, the factors affecting the scour depth, including the effects of incipient velocity, pipe diameter and sediment particle size and so on, were investigated. Meanwhile, according to formulas of incipient velocity of various sediments, approximate calculation on theoretical scour depths is developed for pipelines of seven stations in the South China Sea, where engineering application information is available.

  16. Prediction of scour depth around offshore pipelines in the South China Sea

    Science.gov (United States)

    Cao, Yonggang; Bai, Yuchuan; Wang, Junqin; Liao, Shizhi; Xu, Dong

    2015-03-01

    Scour depth prediction of offshore pipelines is of great significance to the design and construction of the submarine pipeline projects. In this paper, based on the CFD software package FLUENT and User Defined Function (UDF), an Eulerian two-phase model, which includes an Euler-Euler coupled model for water and sediment phases, and a turbulent model for the fluid phase, is adopted to predict the scour depth around pipelines. The model is verified by observation data obtained from laboratory experiments. On the basis of the simulations, the factors affecting the scour depth, including the effects of incipient velocity, pipe diameter and sediment particle size and so on, were investigated. Meanwhile, according to formulas of incipient velocity of various sediments, approximate calculation on theoretical scour depths is developed for pipelines of seven stations in the South China Sea, where engineering application information is available.

  17. Analysis of results from cleaning of the Druzhba crude oil pipeline by spherical dividers

    Energy Technology Data Exchange (ETDEWEB)

    Konstantinov, G.A.; Kaganov, O.Ya.; Golosovker, V.I.

    1968-11-01

    In Dec. 1967 and Jan. 1968, rubber pigs were passed through 768 km of 1,000 mm diam Druzhba crude oil pipeline. The rubber pigs removed paraffin deposits as well as water vapor and obstructions. With this cleaning procedure, capacity of the pipeline was increased 10%. The pigs occupied 98% of the internal pipeline cross section. The mechanism of pig cleaning action in the line is explained and analytical procedures used to measure the degree of cleaning action are described. Best cleaning action results when the pigs are equipped with knife-like cutting edges. Progress of the pig through the line was controlled by the liquid pumping rate and followed by manometric determinations. About 6,500 tons of solid paraffin were removed from the pipeline.

  18. Final joint environmental assessment for the construction and routine operation of a 12-kilovolt (KV) overhead powerline right-of-way, and formal authorization for a 10-inch and 8-inch fresh water pipeline right-of-way, Naval Petroleum Reserve No. 1, Kern County, California

    Energy Technology Data Exchange (ETDEWEB)

    1994-10-01

    The purpose and need of the proposed action, which is the installation of an overhead powerline extension from an Naval Petroleum Reserve No. 1 (NPR-1) power source to the WKWD Station A, is to significantly reduce NPR-1`s overall utility costs. While the proposed action is independently justified on its own merits and is not tied to the proposed NPR-1 Cogeneration Facility, the proposed action would enable DOE to tie the NPR-1 fresh water pumps at Station A into the existing NPR-1 electrical distribution system. With the completion of the cogeneration facility in late 1994 or early 1995, the proposed action would save additional utility costs. This report deals with the environmental impacts of the construction of the powerline and the water pipeline. In addition, information is given about property rights and attaining permission to cross the property of proposed affected owners.

  19. Design check against the construction code (DNV 2012) of an offshore pipeline using numerical methods

    Science.gov (United States)

    Stan, L. C.; Călimănescu, I.; Velcea, D. D.

    2016-08-01

    The production of oil and gas from offshore oil fields is, nowadays, more and more important. As a result of the increasing demand of oil, and being the shallow water reserves not enough, the industry is pushed forward to develop and exploit more difficult fields in deeper waters. In this paper, there will be deployed the new design code DNV 2012 in terms of checking an offshore pipeline as compliance with the requests of this new construction code, using the Bentley Autopipe V8i. The August 2012 revision of DNV offshore standard, DNV- OS-F101, Submarine Pipeline Systems is supported by AutoPIPE version 9.6. This paper provides a quick walk through for entering input data, analyzing and generating code compliance reports for a model with piping code selected as DNV Offshore 2012. As seen in the present paper, the simulations comprise geometrically complex pipeline subjected to various and variable loading conditions. At the end of the designing process the Engineer has to answer to a simple question: is that pipeline safe or not? The pipeline set as an example, has some sections that are not complying in terms of size and strength with the code DNV 2012 offshore pipelines. Obviously those sections have to be redesigned in a manner to meet those conditions.

  20. Review of Oil and Gas Pipeline Construction in 2007

    Institute of Scientific and Technical Information of China (English)

    Qu Hong

    2008-01-01

    @@ China's pipeline industry has developed for 50 years till 2008. In the past 10 years, more than 50,000 kilometers of long-distance oil and gas pipelines have been constructed,of which gas pipelines reached about 30,000 kilometers,crude oil pipelines about 17,000 kilometers, and product oil pipelines about 7,000 kilometers. Oil and gas pipeline networks across regions have taken shape.

  1. NCBI prokaryotic genome annotation pipeline.

    Science.gov (United States)

    Tatusova, Tatiana; DiCuccio, Michael; Badretdin, Azat; Chetvernin, Vyacheslav; Nawrocki, Eric P; Zaslavsky, Leonid; Lomsadze, Alexandre; Pruitt, Kim D; Borodovsky, Mark; Ostell, James

    2016-08-19

    Recent technological advances have opened unprecedented opportunities for large-scale sequencing and analysis of populations of pathogenic species in disease outbreaks, as well as for large-scale diversity studies aimed at expanding our knowledge across the whole domain of prokaryotes. To meet the challenge of timely interpretation of structure, function and meaning of this vast genetic information, a comprehensive approach to automatic genome annotation is critically needed. In collaboration with Georgia Tech, NCBI has developed a new approach to genome annotation that combines alignment based methods with methods of predicting protein-coding and RNA genes and other functional elements directly from sequence. A new gene finding tool, GeneMarkS+, uses the combined evidence of protein and RNA placement by homology as an initial map of annotation to generate and modify ab initio gene predictions across the whole genome. Thus, the new NCBI's Prokaryotic Genome Annotation Pipeline (PGAP) relies more on sequence similarity when confident comparative data are available, while it relies more on statistical predictions in the absence of external evidence. The pipeline provides a framework for generation and analysis of annotation on the full breadth of prokaryotic taxonomy. For additional information on PGAP see https://www.ncbi.nlm.nih.gov/genome/annotation_prok/ and the NCBI Handbook, https://www.ncbi.nlm.nih.gov/books/NBK174280/.

  2. Software for pipeline integrity administration

    Energy Technology Data Exchange (ETDEWEB)

    Soula, Gerardo; Perona, Lucas Fernandez [Gie SA., Buenos Aires (Argentina); Martinich, Carlos [Refinaria do Norte S. A. (REFINOR), Tartagal, Provincia de Salta (Argentina)

    2009-07-01

    A Software for 'pipeline integrity management' was developed. It allows to deal with Geographical Information and a PODS database (Pipeline Open database Standard) simultaneously, in a simple and reliable way. The premises for the design were the following: didactic, geo referenced, multiple reference systems. Program skills: 1.PODS+GIS: the PODS database in which the software is based on is completely integrated with the GIS module. 2 Management of different kinds of information: it allows to manage information on facilities, repairs, interventions, physical inspections, geographical characteristics, compliance with regulations, training, offline events, operation measures, O and M information treatment and importing specific data and studies in a massive way. It also assures the integrity of the loaded information. 3 Right of way survey: it allows to verify the class location, ROW occupation, sensitive areas identification and to manage landowners. 4 Risk analysis: it is done in a qualitative way, depending on the entered data, allowing the user to identify the riskiest stretches of the system. Either results from risk analysis, data and consultations made about the database, can be exported to standard formats. (author)

  3. Pipelined Viterbi Decoder Using FPGA

    Directory of Open Access Journals (Sweden)

    Nayel Al-Zubi

    2013-02-01

    Full Text Available Convolutional encoding is used in almost all digital communication systems to get better gain in BER (Bit Error Rate, and all applications needs high throughput rate. The Viterbi algorithm is the solution in decoding process. The nonlinear and feedback nature of the Viterbi decoder makes its high speed implementation harder. One of promising approaches to get high throughput in the Viterbi decoder is to introduce a pipelining. This work applies a carry-save technique, which gets the advantage that the critical path in the ACS feedback becomes in one direction and get rid of carry ripple in the “Add” part of ACS unit. In this simulation and implementation show how this technique will improve the throughput of the Viterbi decoder. The design complexities for the bit-pipelined architecture are evaluated and demonstrated using Verilog HDL simulation. And a general algorithm in software that simulates a Viterbi Decoder was developed. Our research is concerned with implementation of the Viterbi Decoders for Field Programmable Gate Arrays (FPGA. Generally FPGA's are slower than custom integrated circuits but can be configured in the lab in few hours as compared to fabrication which takes few months. The design implemented using Verilog HDL and synthesized for Xilinx FPGA's.

  4. Electrical fingerprint of pipeline defects

    Energy Technology Data Exchange (ETDEWEB)

    Mica, Isabella [STMicroelectronics Srl, via C.Olivetti 2, 20041 Agrate Brianza (Italy)]. E-mail: isabella.mica@st.com; Polignano, Maria Luisa [STMicroelectronics Srl, via C.Olivetti 2, 20041 Agrate Brianza (Italy); Marco, Cinzia De [STMicroelectronics Srl, via C.Olivetti 2, 20041 Agrate Brianza (Italy)

    2004-12-15

    Pipeline defects are dislocations that connect the source region of the transistor with the drain region. They were widely reported to occur in CMOS, BiCMOS devices and recently in SOI technologies. They can reduce device yield either by affecting the devices functionality or by increasing the current consumption under stand-by conditions. In this work the electrical fingerprint of these dislocations is studied, its purpose is to enable us to identify these defects as the ones responsible for device failure. It is shown that the pipeline defects are responsible for a leakage current from source to drain in the transistors. This leakage has a resistive characteristic and it is lightly modulated by the body bias. It is not sensitive to temperature; vice versa the off-current of a good transistor exhibits the well-known exponential dependence on 1/T. The emission spectrum of these defects was studied and compared with the spectrum of a good transistor. The paper aims to show that the spectrum of a defective transistor is quite peculiar; it shows well defined peaks, whereas the spectrum of a good transistor under saturation conditions is characterized by a broad spectral light emission distribution. Finally the deep-level transient spectroscopy (DLTS) is tried on defective diodes.

  5. Offshore Pipeline Locations in the Gulf of Mexico, Geographic NAD27, MMS (2007) [pipelines_points_mms_2007

    Data.gov (United States)

    Louisiana Geographic Information Center — Offshore Minerals Management Pipeline Locations for the Gulf of Mexico (GOM). Contains the points of the pipeline in the GOM. All pipelines existing in the databases...

  6. Offshore Pipeline Locations in the Gulf of Mexico, Geographic NAD27, MMS (2007) [pipelines_vectors_mms_2007

    Data.gov (United States)

    Louisiana Geographic Information Center — Offshore Minerals Management Pipeline Locations for the Gulf of Mexico (GOM). Contains the lines of the pipeline in the GOM. All pipelines existing in the databases...

  7. Welding technique studies on the "West-East" pipeline project

    Institute of Scientific and Technical Information of China (English)

    Sui Yongli; Du Zeyu; Huang Fuxiang; Qi Lichun

    2006-01-01

    This paper described the work of welding process design for the "West-East" pipeline project, which is high pressure, large diameter and heavy wall thickness. According to the different geographical situation, climate, culture and the flexibility of the welding methods, this work recommended the semi-automatic process at the east and middle sections and automatic process at the west section of the pipeline project. The manual process is recommended on the tie-in joints and repairs. The double joint pipe and the 3 joint pipe are recommended at the water net place and some in-ditch welding place to reduce the welding volume. Also the special redesigned bevels are recommended for the automatic process and the semiautomatic process. Through all destructive tests, the results shows the welds are meet the requirements of related standards,specifications and design documents.

  8. Risk Assessment of Oil Pipeline Accidents in Special Climatic Conditions

    Science.gov (United States)

    Vtorushina, A. N.; Anishchenko, Y. V.; Nikonova, E. D.

    2017-05-01

    The present study identifies the main accidents’ factors and causes for oil pipeline located in Siberia and operated in special climatic conditions. Various types of pipeline accident scenarios were modeled. It is showed that the most dangerous scenarios are oil spills fire and oil vapor explosion due to the loss of piping integrity (rupture) of the pipeline’s section, laying on marshlands and oil spill on the water surface due to the loss of piping integrity (puncture). The most probable scenario is oil spills fire due to the loss of piping integrity (puncture) of the pipeline’s section, laying on dry lands and marshlands. To estimate the scenarios «event tree analysis» is used. Also such risk indexes as individual, societal, public and potential risks were determined.

  9. PETROCHINA WEST EAST GAS PIPELINE & SALES COMPANY

    Institute of Scientific and Technical Information of China (English)

    2006-01-01

    @@ PetroChina West East Gas Pipeline & Sales Company, a regional company directly under PetroChina Company Limited (PetroChina), is responsible for the construction and operation of the West-East Gas Pipeline Project, and the gas marketing and sales of the natural gas market in China.

  10. Testing the School-to-Prison Pipeline

    Science.gov (United States)

    Owens, Emily G.

    2017-01-01

    The School-to-Prison Pipeline is a social phenomenon where students become formally involved with the criminal justice system as a result of school policies that use law enforcement, rather than discipline, to address behavioral problems. A potentially important part of the School-to-Prison Pipeline is the use of sworn School Resource Officers…

  11. China Pins Hopes on Pipeline with Russia

    Institute of Scientific and Technical Information of China (English)

    2004-01-01

    @@ China still has faith in the gigantic Sino-Russia oil pipeline, despite reports which said that Russia is inclined to build a competing pipeline in favor of Japan. CNPC, the company representing China to negotiate with Russia on the project, is reported to continue its preparation work to receive Russian crude.

  12. Maurer computers for pipelined instruction processing

    NARCIS (Netherlands)

    Bergstra, J.A.; Middelburg, C.A.

    2008-01-01

    We model micro-architectures with non-pipelined instruction processing and pipelined instruction processing using Maurer machines, basic thread algebra and program algebra. We show that stored programs are executed as intended with these micro-architectures. We believe that this work provides a new

  13. Pipeline Protection Has Its Own Law

    Institute of Scientific and Technical Information of China (English)

    2010-01-01

    @@ The Law of the People's Republic of China on the Protection of Oil and Natural Gas Pipelines (hereinafter called "the Law") will be implemented officially on October 1 this year.This is the first time that oil and natural gas pipelines were protected and managed on legal basis.

  14. 注水介质中喹啉缓蚀剂对管线钢的缓蚀作用研究%Research on Corrosion Inhibition Effect of Quinoline Inhibitor in Injection Water Media on Pipeline Steel

    Institute of Scientific and Technical Information of China (English)

    张颖; 董国强; 胡凌艳

    2015-01-01

    ABSTRACT:Objective To investigate the growth pattern of quinoline adsorption film on X70 steel surface in the context that the injection water with corrosion inhibitors can effectively prevent the oil devices from corrosion and the film formed on the pipeline surface can alleviate the injection water corrosion. Methods The data obtained from scratch test were calculated using high field ion conduction model by potentiostatic rapid scratch method. Results The results showed that the high field ion conduction model was only applicable for a part of adsorbing process of quinoline. The mathematic simulation by further function fitting found that the growth pattern of quinoline adsorption film on X70 steel surface in simulated media followed the equation: J(t)=C1exp(-αt)+C2 exp(-βt)+C0 . Conclusion At the concentration of 0. 3%, 0. 6% ( mass fraction) quinoline, current fluctuated obviously and the stability of the forming film was worse. There was a possibility of local corrosion in scratch area. At the concentration of 0. 9%(mass fraction) quinoline, the goodness of fit between the simulated curve and the true current decay curve reached 0. 9983, the current fluctuated slightly and the stability of inhibitor adsorption film was better. In the injection water media, the content of quin-oline was higher, the quality of the forming film was better and the difference of the current density was smaller before and after scratch. The growth state of the adsorption film on the scratch surface and no-scratch surface were in a consistent state. The quino-line adsorption film could rapidly form on the damaged steel surface at the higher concentration which had a quick and overall pro-tective effect for the sample.%目的:在注水介质中加入喹啉缓蚀剂可有效防止石油设备的腐蚀,注水管表面形成的钝化膜可减小注水介质的腐蚀,研究喹啉缓蚀剂在X70钢表面的吸附膜的生长规律。方法采用恒电位快速划伤法,利用高场

  15. Remaining Sites Verification Package for the 100-F-26:15 Miscellaneous Pipelines Associated with the 132-F-6, 1608-F Waste Water Pumping Station, Waste Site Reclassification Form 2007-031

    Energy Technology Data Exchange (ETDEWEB)

    L. M. Dittmer

    2008-03-18

    The 100-F-26:15 waste site consisted of the remnant portions of underground process effluent and floor drain pipelines that originated at the 105-F Reactor. In accordance with this evaluation, the verification sampling results support a reclassification of this site to Interim Closed Out. The results of verification sampling show that residual contaminant concentrations do not preclude any future uses and allow for unrestricted use of shallow zone soils. The results also demonstrate that residual contaminant concentrations are protective of groundwater and the Columbia River.

  16. 核电站海水系统管道腐蚀防护策略研究%Corrosion Pro Strategy of Sea Water Pipeline System in Nuclear Power Plant

    Institute of Scientific and Technical Information of China (English)

    邢益诚

    2015-01-01

    By analyzing the causes of seawater pipeline corrosion events happened in recent years in domestic nuclear power plants and by comparing different methods of corrosion protection, a more reasonable strategy of corrosion protection will be proposed.%针对国内在运核电站近年来发生的海水管道腐蚀事件进行原因分析,并就不同的腐蚀防护方法进行对比分析,提出更为合理腐蚀防护策略。

  17. Efficiency improvements in pipeline transportation systems

    Energy Technology Data Exchange (ETDEWEB)

    Banks, W. F.; Horton, J. F.

    1977-09-09

    This report identifies potential energy-conservative pipeline innovations that are most energy- and cost-effective and formulates recommendations for the R, D, and D programs needed to exploit those opportunities. From a candidate field of over twenty classes of efficiency improvements, eight systems are recommended for pursuit. Most of these possess two highly important attributes: large potential energy savings and broad applicability outside the pipeline industry. The R, D, and D program for each improvement and the recommended immediate next step are described. The eight technologies recommended for R, D, and D are gas-fired combined cycle compressor station; internally cooled internal combustion engine; methanol-coal slurry pipeline; methanol-coal slurry-fired and coal-fired engines; indirect-fired coal-burning combined-cycle pump station; fuel-cell pump station; drag-reducing additives in liquid pipelines; and internal coatings in pipelines.

  18. optimization for trenchless reconstruction of pipelines

    Directory of Open Access Journals (Sweden)

    Zhmakov Gennadiy Nikolaevich

    2015-01-01

    Full Text Available Today the technologies of trenchless reconstruction of pipelines are becoming and more widely used in Russia and abroad. One of the most perspective is methods is shock-free destruction of the old pipeline being replaced with the help of hydraulic installations with working mechanism representing a cutting unit with knife disks and a conic expander. A construction of a working mechanism, which allows making trenchless reconstruction of pipelines of different diameters, is optimized and patented and its developmental prototype is manufactured. The dependence of pipeline cutting force from knifes obtusion of the working mechanisms. The cutting force of old steel pipelines with obtuse knife increases proportional to the value of its obtusion. Two stands for endurance tests of the knifes in laboratory environment are offered and patented.

  19. Cartier Pipeline : tying it all together

    Energy Technology Data Exchange (ETDEWEB)

    Brochu, S. [Enbridge Consumers Gas, Calgary, AB (Canada); Gaz Metropolitain, Montreal, PQ (Canada)

    2001-07-01

    The Cartier Pipeline is a proposed stand-alone pipeline involving equal partnership between Alberta's Enbridge Consumers Gas and Quebec's Gaz Metropolitain to bring offshore Atlantic gas to markets in eastern Canada and the New England states. The inservice date for the proposed pipeline is November 2004. The $270 million dollar project will require 262 km of pipeline in Quebec with an annual transportation capacity of 67 Bcf initially with a cost effective expandability to 125 Bcf. Contracted commitments so far include 30 Bcf/year from Gaz Metropolitain and the same from Enbridge. Cartier offers attractive, base load, long term, complementary market diversification for Atlantic production. It also provides producers with a competitive channel to Ontario storage. In addition, the pipeline will contribute to lower tolls in Canada and the overall path to Dracut (Boston). Several graphs depicting expected costs of delivered gas supplies to Montreal were also included with this power point presentation. tabs., figs.

  20. Pipeline modeling and assessment in unstable slopes

    Energy Technology Data Exchange (ETDEWEB)

    Caceres, Carlos Nieves [Oleoducto Central S.A., Bogota, Cundinamarca (Colombia); Ordonez, Mauricio Pereira [SOLSIN S.A.S, Bogota, Cundinamarca (Colombia)

    2010-07-01

    The OCENSA pipeline system is vulnerable to geotechnical problems such as faults, landslides or creeping slopes, which are well-known in the Andes Mountains and tropical countries like Colombia. This paper proposes a methodology to evaluate the pipe behaviour during the soil displacements of slow landslides. Three different cases of analysis are examined, according to site characteristics. The process starts with a simplified analytical model and develops into 3D finite element numerical simulations applied to the on-site geometry of soil and pipe. Case 1 should be used when the unstable site is subject to landslides impacting significant lengths of pipeline, pipeline is straight, and landslide is simple from the geotechnical perspective. Case 2 should be used when pipeline is straight and landslide is complex (creeping slopes and non-conventional stabilization solutions). Case 3 should be used if the pipeline presents vertical or horizontal bends.

  1. Pipeline integrity: ILI baseline data for QRA

    Energy Technology Data Exchange (ETDEWEB)

    Porter, Todd R. [Tuboscope Pipeline Services, Houston, TX (United States)]. E-mail: tporter@varco.com; Silva, Jose Augusto Pereira da [Pipeway Engenharia, Rio de Janeiro, RJ (Brazil)]. E-mail: guto@pipeway.com; Marr, James [MARR and Associates, Calgary, AB (Canada)]. E-mail: jmarr@marr-associates.com

    2003-07-01

    The initial phase of a pipeline integrity management program (IMP) is conducting a baseline assessment of the pipeline system and segments as part of Quantitative Risk Assessment (QRA). This gives the operator's integrity team the opportunity to identify critical areas and deficiencies in the protection, maintenance, and mitigation strategies. As a part of data gathering and integration of a wide variety of sources, in-line inspection (ILI) data is a key element. In order to move forward in the integrity program development and execution, the baseline geometry of the pipeline must be determined with accuracy and confidence. From this, all subsequent analysis and conclusions will be derived. Tuboscope Pipeline Services (TPS), in conjunction with Pipeway Engenharia of Brazil, operate ILI inertial navigation system (INS) and Caliper geometry tools, to address this integrity requirement. This INS and Caliper ILI tool data provides pipeline trajectory at centimeter level resolution and sub-metre 3D position accuracy along with internal geometry - ovality, dents, misalignment, and wrinkle/buckle characterization. Global strain can be derived from precise INS curvature measurements and departure from the initial pipeline state. Accurate pipeline elevation profile data is essential in the identification of sag/over bend sections for fluid dynamic and hydrostatic calculations. This data, along with pipeline construction, operations, direct assessment and maintenance data is integrated in LinaViewPRO{sup TM}, a pipeline data management system for decision support functions, and subsequent QRA operations. This technology provides the baseline for an informed, accurate and confident integrity management program. This paper/presentation will detail these aspects of an effective IMP, and experience will be presented, showing the benefits for liquid and gas pipeline systems. (author)

  2. 77 FR 17119 - Pipeline Safety: Cast Iron Pipe (Supplementary Advisory Bulletin)

    Science.gov (United States)

    2012-03-23

    ... Pipeline and Hazardous Materials Safety Administration Pipeline Safety: Cast Iron Pipe (Supplementary... operators of natural gas cast iron distribution pipelines and state pipeline safety representatives. Recent deadly explosions in Philadelphia and Allentown, Pennsylvania involving cast iron pipelines installed...

  3. Engineered pipeline field joint coating solutions for demanding conditions

    Energy Technology Data Exchange (ETDEWEB)

    Lwemuchi, Andre L.; Gudme, Carl C.; Buchanan, Robert [Canusa-CPS, Toronto, OT (Canada)

    2009-12-19

    Trends in the oil and gas pipeline industry see that the demand for new technologies and engineered solutions for pipeline external coatings are increasing. In general, superior mechanical resistance and long term performance are being required in addition to operating at higher temperatures. This demand for more robust coatings has been created because of factors such as more remote fields, deep onshore reservoirs, deep water offshore fields and heavy oil that must be pumped at higher temperatures. The development of new techniques for pipeline construction is also exposing the coatings to more aggressive construction conditions. Because of this, the use of three layer and multi-layer polypropylene mainline coating systems have been growing considerably. Following this trend, the field joint coating manufacturers developed polypropylene systems and more recently had to work on engineered solutions required for recent offshore projects in Europe where very thick polypropylene field joint heat-shrinkable systems were provided. In addition, projects in remote locations such as the recently completed projects in the Brazilian Amazon required special logistics and field services. The growth of the mining industry in South America with slurry pipelines constructed in the recent years also demanded thicker, more robust coatings. The popularization of directional drilling and shore approach applications moved the industry to develop improved abrasion resistant coating systems such as using sacrificial elements to protect the primary coating integrity after the pipeline pull. PETROBRAS plans to replace existing thermally insulated pipelines crossing Great Sao Paulo. Therefore, pumping heavy oil at high temperatures created the need to develop improved mainline and field joint coatings to avoid having the same sort of problems they are facing in existing thermally insulated lines. Due to these needs, the field joint coating manufactures have been challenged to provide

  4. Remedial investigation report on the abandoned nitric acid pipeline at the Oak Ridge Y-12 Plant, Oak Ridge, Tennessee

    Energy Technology Data Exchange (ETDEWEB)

    1993-12-01

    Upper East Fork Poplar Creek OU-2 consists of the Abandoned Nitric Acid Pipeline. This pipeline was installed in 1951 to transport liquid wastes {approximately} 4,800 ft from Buildings 9212, 9215, and 9206 to the S-3 Ponds. Materials known to have been discharged through the pipeline include nitric acid, depleted and enriched uranium, various metal nitrates, salts, and lead skimmings. A total of nineteen locations were chosen to be investigated along the pipeline for the first phase of this Remedial Investigation. Sampling consisted of drilling down to obtain a soil sample at a depth immediately below the pipeline. Additional samples were obtained deeper in the subsurface depending upon the depth of the pipeline, the depth of the water table, and the point of auger refusal. The nineteen samples collected below the pipeline were analyzed by the Y-12 Plant laboratory for metals, nitrate/nitrite, and isotopic uranium. Samples collected from three boreholes were also analyzed for volatile organic compounds because these samples produced a response with organic vapor monitoring equipment. The results of the baseline human health risk assessment for the Abandoned Nitric Acid Pipeline contaminants of potential concern show no unacceptable risks to human health via incidental ingestion of soil, inhalation of dust, dermal contact with the soil, or external exposure to radionuclides in the ANAP soils, under the construction worker and/or the residential land-use scenarios.

  5. Estimation of Corrosion Induced Flaw Sizes on Buried Gas Pipeline in the Nigerian Sector of Niger Delta

    Directory of Open Access Journals (Sweden)

    U.F. Evans

    2012-03-01

    Full Text Available A geoelectrical survey was conducted to investigate pipeline corrosion in the coastal plain sands of the Nigerian sector of the Niger Delta. The objective is to estimate corrosion flaw sizes on the pipeline quantitatively instead of direct excavation of the pipeline and eventual use of measuring tape to measure the flaws on the pipeline. The pipelines buried in the Benin sands at Ikot Abasi, South of the Niger Delta Basin became instructive for this study. The survey consisted of electrical potential profiling using Close Interval Pipe-Soil potential survey (CIPS and Horizontal Electrical Profiling (HEP according to Wenner electrodes arrangement. Two permanent test points (PS were used for the study and the flaw sizes were estimated at points delineated to be of high corrosion risk in the study area. The data for close interval potential and HEP were analyzed and interpreted in line with the threshold protective potential (-850 mV as well as the American Water Works Association (AWWA soil corrosivity rating. Results indicate high risk zones due to external corrosion at pipeline length 25-30 m from PS1 and 80 m from PS2. These locations contain significant saline groundwater that facilitates corrosion of metal pipes buried within the area. The results also suggest that the corrosion protection systems for the pipeline need to be reinforced to mitigate further growth of the flaws on the pipeline segment. The impact of the flaws could be severe if allowed to continue.

  6. Remote monitoring of pipeline operations

    Energy Technology Data Exchange (ETDEWEB)

    Bost, R.C. [ERM-Southwest, Inc., Houston, TX (United States); White, D. [Glenrose Systems, Austin, TX (United States)

    1995-12-31

    The demands for monitoring of pipeline operations have recently increased greatly due to new regulatory requirements. Most companies rely upon conventional System Control and Data Acquisition (SCADA) system architecture to meet their needs. Current systems are often plagued by limited data conversion and processing capacity at the workstations. A state-of-the-art Data Acquisition Node (DAN) that relieves the workstation of much of its workload is described in this paper. Use of this DAN may eliminate the need for installing completely new systems. It facilitates marrying foreign devices to existing operation monitoring systems to satisfy new regulatory requirements. The DAN allows a system to utilize commercial communications satellites or other communication networks and real-time, object oriented programming and different devices and data requirements without the necessity of custom software development.

  7. Current pipelines for neglected diseases.

    Directory of Open Access Journals (Sweden)

    Paolo di Procolo

    2014-09-01

    Full Text Available This paper scrutinises pipelines for Neglected Diseases (NDs, through freely accessible and at-least-weekly updated trials databases. It updates to 2012 data provided by recent publications, and integrates these analyses with information on location of trials coordinators and patients recruitment status. Additionally, it provides (i disease-specific information to better understand the rational of investments in NDs, (ii yearly data, to understand the investment trends. The search identified 650 clinical studies. Leishmaniasis, Arbovirus infection, and Dengue are the top three diseases by number of clinical studies. Disease diffusion risk seems to be the most important driver of the clinical trials target choice, whereas the role played by disease prevalence and unmet need is controversial. Number of trials is stable between 2005 and 2010, with an increase in the last two years. Patient recruitment was completed for most studies (57.6%, and Phases II and III account for 35% and 28% of trials, respectively. The primary purpose of clinical investigations is prevention (49.3%, especially for infectious diseases with mosquitoes and sand flies as the vector, and treatment (43.2%, which is the primary target for parasitic diseases Research centres and public organisations are the most important clinical studies sponsors (58.9%, followed by the pharmaceutical industry (24.1%, foundations and non-governmental organisations (9.3%. Many coordinator centres are located in less affluent countries (43.7%, whereas OECD countries and BRICS account for 34.7% and 17.5% of trials, respectively. Information was partially missing for some parameters. Notwithstanding, and despite its descriptive nature, this research has enhanced the evidence of the literature on pipelines for NDs. Future contributions may further investigate whether trials metrics are consistent with the characteristics of the interested countries and the explicative variables of trials location

  8. Current pipelines for neglected diseases.

    Science.gov (United States)

    di Procolo, Paolo; Jommi, Claudio

    2014-09-01

    This paper scrutinises pipelines for Neglected Diseases (NDs), through freely accessible and at-least-weekly updated trials databases. It updates to 2012 data provided by recent publications, and integrates these analyses with information on location of trials coordinators and patients recruitment status. Additionally, it provides (i) disease-specific information to better understand the rational of investments in NDs, (ii) yearly data, to understand the investment trends. The search identified 650 clinical studies. Leishmaniasis, Arbovirus infection, and Dengue are the top three diseases by number of clinical studies. Disease diffusion risk seems to be the most important driver of the clinical trials target choice, whereas the role played by disease prevalence and unmet need is controversial. Number of trials is stable between 2005 and 2010, with an increase in the last two years. Patient recruitment was completed for most studies (57.6%), and Phases II and III account for 35% and 28% of trials, respectively. The primary purpose of clinical investigations is prevention (49.3%), especially for infectious diseases with mosquitoes and sand flies as the vector, and treatment (43.2%), which is the primary target for parasitic diseases Research centres and public organisations are the most important clinical studies sponsors (58.9%), followed by the pharmaceutical industry (24.1%), foundations and non-governmental organisations (9.3%). Many coordinator centres are located in less affluent countries (43.7%), whereas OECD countries and BRICS account for 34.7% and 17.5% of trials, respectively. Information was partially missing for some parameters. Notwithstanding, and despite its descriptive nature, this research has enhanced the evidence of the literature on pipelines for NDs. Future contributions may further investigate whether trials metrics are consistent with the characteristics of the interested countries and the explicative variables of trials location, target

  9. The LOFAR Known Pulsar Data Pipeline

    CERN Document Server

    Alexov, A; Mol, J D; Stappers, B; van Leeuwen, J

    2010-01-01

    Transient radio phenomena and pulsars are one of six LOFAR Key Science Projects (KSPs). As part of the Transients KSP, the Pulsar Working Group (PWG) has been developing the LOFAR Pulsar Data Pipelines to both study known pulsars as well as search for new ones. The pipelines are being developed for the Blue Gene/P (BG/P) supercomputer and a large Linux cluster in order to utilize enormous amounts of computational capabilities (50Tflops) to process data streams of up to 23TB/hour. The LOFAR pipeline output will be using the Hierarchical Data Format 5 (HDF5) to efficiently store large amounts of numerical data, and to manage complex data encompassing a variety of data types, across distributed storage and processing architectures. We present the LOFAR Known Pulsar Data Pipeline overview, the pulsar beam-formed data format, the status of the pipeline processing as well as our future plans for developing the LOFAR Pulsar Search Pipeline. These LOFAR pipelines and software tools are being developed as the next gen...

  10. OPUS: the FUSE science data pipeline

    Science.gov (United States)

    Rose, James F.; Heller-Boyer, C.; Rose, M. A.; Swam, M.; Miller, W.; Kriss, G. A.; Oegerle, William R.

    1998-07-01

    This paper describes how the OPUS pipeline, currently used for processing science data from the Hubble Space Telescope (HST), was used as the backbone for developing the science data pipeline for a much smaller mission. The far ultraviolet spectroscopic explorer (FUSE) project selected OPUS for its data processing pipeline platform and selected the OPUS team at the STScI to write the FUSE pipeline applications. A total of 105 new modules were developed for the FUSE pipeline. The foundation of over 250 modules in the OPUS libraries allowed development to proceed quickly and with considerable confidence that the underlying functionality is reliable and robust. Each task represented roughly 90 percent reuse, and the project as a whole shows over 70 percent reuse of the existing OPUS system. Taking an existing system that is operational, and will be maintained for many years to come, was a key decision for the FUSE mission. Adding the extensive experience of the OPUS team to the task resulted in the development of a complete telemetry pipeline system within a matter of months. Reusable software has been the siren song of software engineering and object- oriented design for a decade or more. The development of inexpensive software systems by adapting existing code to new applications is as attractive as it has been elusive. The OPUS telemetry pipeline for the FUSE mission has proven to be a significant exception to that trend.

  11. Experimental investigation on the wave-induced pore pressure around shallowly embedded pipelines

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    A series of regular wave experiments have been done in a large-scale wave flume to investigate the wave-induced pore pressure around the submarine shallowly embedded pipelines. The model pipelines are buried in three kinds of soils, including gravel, sand and silt with different burial depth. The input waves change with height and period. The results show that the amplitudes of wave-induced pore pressure increase as the wave period increase, and decay from the surface to the bottom of seabed. Higher pore pressures are recorded at the pipeline top and the lower pore pressures at the bottom, especially in the sand seabed. The normalized pressure around pipeline decreases as the relative water depth, burial depth or scattering parameters increase. For the silt seabed, the wavelet transform has been successfully used to analyze the signals of wave-induced pore pressure, and the oscillatory and residual pore pressure can be extracted by wavelet analysis. Higher oscillatory pressures are recorded at the bottom and the lower pressures at the top of the pipeline. However, higher residual pressures are recorded at the top and the lower pressures at the bottom of the pipeline.

  12. The impact of changing pipeline BS and W specifications : a survey

    Energy Technology Data Exchange (ETDEWEB)

    Renouf, G.; Ranganathan, R.; Scoular, R.J.; Soveran, D. [Saskatchewan Research Council, Saskatoon, SK (Canada)

    1997-12-31

    The current situation in Canada and in the US regarding BS and W was presented. In Canada BS and W specifications are 0.5 per cent and are the same for light and heavy oils, while in the US, BS and W specifications range from 0.5 to 3 per cent. Some pipelines allow more relaxed specifications for heavy oil. A telephone survey was conducted in which 12 producers, 25 pipeline representatives and 18 upgrader facilities from 45 different sites in Canada and the US were contacted. Contacts were questioned on which components in crude oil most affected their operations and their reaction to changing pipeline BS and W specifications. The most troublesome component, according to the majority of contacts, were solids. Downstream users cannot accept any increase in solids within the crude. Many pipeline companies would like to see solids regulated separately from water. There are several advantages and disadvantages for producers, pipeliners, and refiners in relaxing water limits. Among the advantages, flash evaporation proved to provide the strongest case for relaxing water limits. 1 fig.

  13. Simulation of Wave-Plus-Current Scour beneath Submarine Pipelines

    DEFF Research Database (Denmark)

    Eltard-Larsen, Bjarke; Fuhrman, David R.; Sumer, B. Mutlu

    2016-01-01

    A fully coupled hydrodynamic and morphologic numerical model was utilized for the simulation of wave-plus-current scour beneath submarine pipelines. The model was based on incompressible Reynolds-averaged Navier–Stokes equations, coupled with k-ω turbulence closure, with additional bed and suspen......A fully coupled hydrodynamic and morphologic numerical model was utilized for the simulation of wave-plus-current scour beneath submarine pipelines. The model was based on incompressible Reynolds-averaged Navier–Stokes equations, coupled with k-ω turbulence closure, with additional bed...... and suspended load descriptions forming the basis for seabed morphology. The model was successfully validated against experimental measurements involving scour development and eventual equilibrium in pure-current flows over a range of Shields parameters characteristic of both clear-water and live-bed regimes....... This validation complements previously demonstrated accuracy for the same model in simulating pipeline scour processes in pure-wave environments. The model was subsequently utilized to simulate combined wave-plus-current scour over a wide range of combined Keulegan–Carpenter numbers and relative current strengths...

  14. Basic Block of Pipelined ADC Design Requirements

    Directory of Open Access Journals (Sweden)

    V. Kledrowetz

    2011-04-01

    Full Text Available The paper describes design requirements of a basic stage (called MDAC - Multiplying Digital-to- Analog Converter of a pipelined ADC. There exist error sources such as finite DC gain of opamp, capacitor mismatch, thermal noise, etc., arising when the switched capacitor (SC technique and CMOS technology are used. These non-idealities are explained and their influences on overall parameters of a pipelined ADC are studied. The pipelined ADC including non-idealities was modeled in MATLAB - Simulink simulation environment.

  15. Suriname installing first crude-oil pipeline

    Energy Technology Data Exchange (ETDEWEB)

    McAllister, E.W. (E.W. McAllister Engineering Services, Houston, TX (US))

    1992-04-27

    This paper reports that the first cross country crude-oil pipeline in the south American country of Suriname is currently under construction. The State Oil Co. of Suriname (Staatsolie) is building the 34.4-mile, 14-in. pipeline to deliver crude oil from the Catharina Sophia field (Tambaredjo) to the Tout Lui Faut terminal near the capital, Paramaribo. Crude oil from the Jossi Kreek field will be injected at mile point (MP) 3.4. Oil from these two fields is now being moved to tout Lui Faut by Staatsolie-owned motorized ocean barges. Increased production to meet requirements of a planned refinery near Tout Lui Faut prompted the pipeline.

  16. A Survey of Visual Analytic Pipelines

    Institute of Scientific and Technical Information of China (English)

    Xu-Meng Wang; Tian-Ye Zhang; Yu-Xin Ma; Jing Xia; Wei Chen

    2016-01-01

    Visual analytics has been widely studied in the past decade. One key to make visual analytics practical for both research and industrial applications is the appropriate definition and implementation of the visual analytics pipeline which provides effective abstractions for designing and implementing visual analytics systems. In this paper we review the previous work on visual analytics pipelines and individual modules from multiple perspectives: data, visualization, model and knowledge. In each module we discuss various representations and descriptions of pipelines inside the module, and compare the commonalities and the differences among them.

  17. Management of a multi-product pipeline

    Energy Technology Data Exchange (ETDEWEB)

    Bettoli, R.; Iacovoni, A. [Nuovo Pignone S.p.A., Roma (Italy). Div. Sistemi Automazione; Holden, D. [LICconsult, Stockton-on-Tees (United Kingdom)

    1996-09-01

    The paper describes the SCADA (System Control and Data Acquisition) Tele-supervisory System for the Kandla-Bhatinda (KBPL) multi-product pipeline. The KBPL pipeline is 1,443 km in length; it is to carry petroleum products, in a batch cycle organization, from the Kandla foreshore terminal to Bhatinda. It consists of two inlet stations, four pumping stations, five delivery stations, and two terminal stations, and is equipped with a total of 85 block valves. All the stations have the capability for launching and receiving scrapers. The SCADA system consists of 10 Station Control Centers (SCC) and one Master Control Center (MCC), all located along the pipeline.

  18. Python Bindings for the Common Pipeline Library

    Science.gov (United States)

    Streicher, O.; Weilbacher, P. M.

    2012-09-01

    The Common Pipeline Library is a set of routines written by ESO to provide a standard interface for VLT instrument data reduction tasks (“pipelines”). To control these pipelines from Python, we developed a wrapper called PYTHON-CPL that allows one to conveniently work interactively and to process data as part of an automated data reduction system. The package will be used to implement the MUSE pipeline in the AstroWISE data management system. We describe the features and design of the package.

  19. 49 CFR 192.513 - Test requirements for plastic pipelines.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 3 2010-10-01 2010-10-01 false Test requirements for plastic pipelines. 192.513 Section 192.513 Transportation Other Regulations Relating to Transportation (Continued) PIPELINE AND... Test requirements for plastic pipelines. (a) Each segment of a plastic pipeline must be tested...

  20. 75 FR 66425 - Pipeline Safety: Request for Special Permit

    Science.gov (United States)

    2010-10-28

    ... the Federal Pipeline Safety Laws, PHMSA is publishing this notice of a special permit request we have received from Gulf South Pipeline Company, LP, a natural gas pipeline operator, seeking relief from compliance with certain requirements in the Federal Pipeline Safety Regulations. This notice seeks public...

  1. 49 CFR 192.10 - Outer continental shelf pipelines.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 3 2010-10-01 2010-10-01 false Outer continental shelf pipelines. 192.10 Section... NATURAL AND OTHER GAS BY PIPELINE: MINIMUM FEDERAL SAFETY STANDARDS General § 192.10 Outer continental shelf pipelines. Operators of transportation pipelines on the Outer Continental Shelf (as defined in...

  2. Coal/oil mixture pipeline: a viable alternative coal transportation system

    Energy Technology Data Exchange (ETDEWEB)

    Harkness, J. B.L.; Petrovic, L. J.

    1979-01-01

    Slurry pipeline systems have been promoted as minimizing the environmental and socio-economic impacts of rail transportation and as increasing competition in interstate coal transportation. However, the scarce water resources of the coal rich western states may limit the number and/or capacity of these systems. Furthermore, these systems are not without their own operating and environmental problems. In this paper, a coal transportation system which utilizes coal/oil mixture technology is compared to the coal/water system and to another alternative, coal/methanol system. The primary considerations addressed are the system design considerations and trade-offs, the resource requirements (including capital) and the cost of delivered energy. Considerations such as the system environmental impacts, the status of the technologies, oil quality and supply, and the potential system flexibilities are discussed qualitatively. This qualitative comparison shows that the coal/oil slurry pipeline is an attractive economic, environmental, and technical alternative for transporting coal PROVIDED that oil is available in the region. Coal/water pipelines are a second choice based on economics and, furthermore, are limited by their demands on western water resources. The third choice is coal/oil slurry pipelines using oil generated onsite. The main attraction is the saving of about 1/2 the water requirements. However, the capital costs will be high. Coal/methanol slurry pipelines do not appear to have any economic or environmental advantages. Further secondary considerations must be addressed before a technically and economically viable coal/oil surry pipeline could be implemented.

  3. Pipeline corridors through wetlands -- Impacts on plant communities: Little Timber Creek Crossing, Gloucester County, New Jersey. Topical report, August 1991--January 1993

    Energy Technology Data Exchange (ETDEWEB)

    Shem, L.M.; Zimmerman, R.E.; Alsum, S.K. [Argonne National Lab., IL (United States). Center for Environmental Restoration Systems; Van Dyke, G.D. [Argonne National Lab., IL (United States). Center for Environmental Restoration Systems]|[Trinity Christian Coll., Palos Heights, IL (United States). Dept. of Biology

    1994-12-01

    The goal of the Gas Research Institute Wetland Corridors Program is to document impacts of existing pipelines on the wetlands they traverse. To accomplish this goal, 12 existing wetland crossings were surveyed. These sites varied in elapsed time since pipeline construction, wetland type, pipeline installation techniques, and right-of-way (ROW) management practices. This report presents results of a survey conducted over the period of August 5--7, 1991, at the Little Timber Creek crossing in Gloucester County, New Jersey, where three pipelines, constructed in 1950, 1960, and 1990, cross the creek and associated wetlands. The old side of the ROW, created by the installation of the 1960 pipeline, was designed to contain a raised peat bed over the 1950 pipeline and an open-water ditch over the 1960 pipeline. The new portion of the ROW, created by installation of the 1990 pipeline, has an open-water ditch over the pipeline (resulting from settling of the backfill) and a raised peat bed (resulting from rebound of compacted peat). Both the old and new ROWs contain dense stands of herbs; the vegetation on the old ROW was more similar to that in the adjacent natural area than was vegetation in the new ROW. The ROW increased species and habitat diversity in the wetlands. It may contribute to the spread of purple loosestrife and affect species sensitive to habitat fragmentation.

  4. 75 FR 63774 - Pipeline Safety: Safety of On-Shore Hazardous Liquid Pipelines

    Science.gov (United States)

    2010-10-18

    ... an operator's Supervisory Control and Data Acquisition (SCADA) system for controlling the pipeline... activation timing, or methods for integration of EFRD operation with an operator's SCADA and leak...

  5. Pipelines in Louisiana, Geographic NAD83, USGS (1999) [pipelines_la_usgs_1999

    Data.gov (United States)

    Louisiana Geographic Information Center — This dataset contains vector line map information of various pipelines throughout the State of Louisiana. The vector data contain selected base categories of...

  6. Pipeline rules of thumb handbook a manual of quick, accurate solutions to everyday pipeline engineering problems

    CERN Document Server

    McAllister, EW

    2014-01-01

    Presented in easy-to-use, step-by-step order, Pipeline Rules of Thumb Handbook is a quick reference for day-to-day pipeline operations. For more than 35 years, the Pipeline Rules of Thumb Handbook has served as the ""go-to"" reference for solving even the most day-to-day vexing pipeline workflow problems. Now in its 8th edition, this handbook continues to set the standard by which all other piping books are judged. Along with over 30% new or updated material regarding codes, construction processes, and equipment, this book continues to offer hundreds of ""how-to"" methods and ha

  7. A Novel Method to Enhance Pipeline Trajectory Determination Using Pipeline Junctions.

    Science.gov (United States)

    Sahli, Hussein; El-Sheimy, Naser

    2016-04-21

    Pipeline inspection gauges (pigs) have been used for many years to perform various maintenance operations in oil and gas pipelines. Different pipeline parameters can be inspected during the pig journey. Although pigs use many sensors to detect the required pipeline parameters, matching these data with the corresponding pipeline location is considered a very important parameter. High-end, tactical-grade inertial measurement units (IMUs) are used in pigging applications to locate the detected problems of pipeline using other sensors, and to reconstruct the trajectories of the pig. These IMUs are accurate; however, their high cost and large sizes limit their use in small diameter pipelines (8″ or less). This paper describes a new methodology for the use of MEMS-based IMUs using an extended Kalman filter (EKF) and the pipeline junctions to increase the position parameters' accuracy and to reduce the total RMS errors even during the unavailability of above ground markers (AGMs). The results of this new proposed method using a micro-electro-mechanical systems (MEMS)-based IMU revealed that the position RMS errors were reduced by approximately 85% compared to the standard EKF solution. Therefore, this approach will enable the mapping of small diameter pipelines, which was not possible before.

  8. A Novel Method to Enhance Pipeline Trajectory Determination Using Pipeline Junctions

    Directory of Open Access Journals (Sweden)

    Hussein Sahli

    2016-04-01

    Full Text Available Pipeline inspection gauges (pigs have been used for many years to perform various maintenance operations in oil and gas pipelines. Different pipeline parameters can be inspected during the pig journey. Although pigs use many sensors to detect the required pipeline parameters, matching these data with the corresponding pipeline location is considered a very important parameter. High-end, tactical-grade inertial measurement units (IMUs are used in pigging applications to locate the detected problems of pipeline using other sensors, and to reconstruct the trajectories of the pig. These IMUs are accurate; however, their high cost and large sizes limit their use in small diameter pipelines (8″ or less. This paper describes a new methodology for the use of MEMS-based IMUs using an extended Kalman filter (EKF and the pipeline junctions to increase the position parameters’ accuracy and to reduce the total RMS errors even during the unavailability of above ground markers (AGMs. The results of this new proposed method using a micro-electro-mechanical systems (MEMS-based IMU revealed that the position RMS errors were reduced by approximately 85% compared to the standard EKF solution. Therefore, this approach will enable the mapping of small diameter pipelines, which was not possible before.

  9. Regular pipeline maintenance of gas pipeline using technical operational diagnostics methods

    Energy Technology Data Exchange (ETDEWEB)

    Volentic, J. [Gas Transportation Department, Slovensky plynarensky priemysel, Slovak Gas Industry, Bratislava (Slovakia)

    1997-12-31

    Slovensky plynarensky priemysel (SPP) has operated 17 487 km of gas pipelines in 1995. The length of the long-line pipelines reached 5 191 km, distribution network was 12 296 km. The international transit system of long-line gas pipelines ranged 1 939 km of pipelines of various dimensions. The described scale of transport and distribution system represents a multibillion investments stored in the ground, which are exposed to the environmental influences and to pipeline operational stresses. In spite of all technical and maintenance arrangements, which have to be performed upon operating gas pipelines, the gradual ageing takes place anyway, expressed in degradation process both in steel tube, as well as in the anti-corrosion coating. Within a certain time horizon, a consistent and regular application of methods and means of in-service technical diagnostics and rehabilitation of existing pipeline systems make it possible to save substantial investment funds, postponing the need in funds for a complex or partial reconstruction or a new construction of a specific gas section. The purpose of this presentation is to report on the implementation of the programme of in-service technical diagnostics of gas pipelines within the framework of regular maintenance of SPP s.p. Bratislava high pressure gas pipelines. (orig.) 6 refs.

  10. 核电厂VVP101BA排放扩容器底部排污管线出口水温超标问题的处理%Treatment of VVP101BA Nuclear Power Plant Emissions Expanding Vessel Bottom Blowdown Pipeline Outlet Water Temperature Exceed the Standard Problem

    Institute of Scientific and Technical Information of China (English)

    张宪

    2015-01-01

    By raising the hydrophobic pipeline shaped water sealing bend door height and improve the cooling water water level discharge capacity expansion device, can guarantee the VVP101BA emission expanding vessel accumulate enough water, thereby cooling the hydrophobic effect. At the same time, modify the magnetic level gauge interface position, so as to solve the emissions expanding vessel magnetic type level gauge without reading problems.%通过抬高疏水管线门形水封弯管的高度和提高排放扩容器的冷却水水位高度,可保证VVP101BA排放扩容器积蓄足够的水量,从而达到冷却疏水的效果。同时,修改了磁力式翻板液位计接口的位置,从而解决了排放扩容器磁力式翻板液位计无读数的问题。

  11. Application of groundwater aggressiveness assessment method for estimation of the karst process at main gas pipeline construction

    Science.gov (United States)

    Ermolaeva, A. V.

    2016-03-01

    Main pipelines maintenance is connected with hazard engineering and geological working conditions. The article deals with the use of groundwater aggressiveness assessment method to estimate the karst processes development during the construction of main gas pipelines. The possibility of using this method is analyzed on the example of the initial section of the designed gas pipeline “Power of Siberia” (section “Chayanda-Lensk"). The calculation of the nonequilibrium index Ca was made in accordance with the geotechnical survey data. The dependencies between the geomorphological features of the terrain and the natural waters aggressiveness were determined.

  12. Oil and gas pipelines in nontechnical language

    National Research Council Canada - National Science Library

    Miesner, Thomas O; Leffler, William L

    2006-01-01

    Oil & Gas Pipelines in Nontechnical Language examines the processes, techniques, equipment, and facilities used to transport fluids such as refined products, crude oil, natural gas, and natural gas liquids...

  13. Communication systems vital to Colombian pipeline

    Energy Technology Data Exchange (ETDEWEB)

    Serrato, E. [Ecopetrol, Bogota (Colombia); Mailloux, R. [Bristol Babcock Inc., Watertown, CT (United States)

    1997-02-01

    Construction of the Centro Oriente Gas Pipeline represents a major step in Colombia`s goal to strengthen the emerging natural gas business. With construction beginning in 1995, the Centro Oriente is scheduled to begin operation early this year transporting 150 MMcf/d. The 779-kilometer (484-mile) pipeline ranging in diameter from 22-inch to 12-inches, provides the central transportation link between major gas suppliers in both the northern and western regions of Colombia and new markets throughout their immediate regions as well as in the central and eastern regions. TransCanada, operating company for the Centro Oriente pipeline, will develop and manage the support organizations required to operate and maintain the system. The central control system for the CPC is the Gas SCADA system, ADACS, provided by Bristol Babcock Inc. (BBI). This control system provides the data acquisition and control capabilities necessary to operate the entire pipeline safely and efficiently from Burcaramanga.

  14. Citizenship program in near communities of pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Mascarenhas, Carina R.; Vilas Boas, Ianne P. [TELSAN Engenharia, Belo Horizonte, MG (Brazil); Bourscheid, Pitagoras [PETROBRAS S.A., Rio de Janeiro, RJ (Brazil)

    2009-12-19

    During the construction of a pipeline, the IENE - Engineering Unit of PETROBRAS, responsible for the construction and erection of pipelines and related plants in northeastern Brazil, crossed more than 7 states and 250 counties, had implemented a social responsibility program, in special a citizenship program. This action was the result of community studies located near of the pipelines AID - Direct Influence Area (438 yards right and left of the pipeline) and through the evidence that those locations were poor and have no personal documents and citizen position in society. This paper intents to share the experience of IENE about its citizen program that worked in three big lines: community mobilization; citizenship qualification; and citizenship board. This last one, turns possible to people obtains theirs personal documents and exercise the plenitude of citizenship. (author)

  15. Sinopec Fuels Development of Pipelines in East China

    Institute of Scientific and Technical Information of China (English)

    Li Xuemei

    2004-01-01

    @@ Crude pipeline completed in Yangtze River Delta The Ningbo-Shanghai-Nanjing crude pipeline was recently wound up for construction following completion of the subsea segment in Hangzhou Bay,the last part of the pipeline. The 711 mm-diameter crude pipeline, designed and constructed by Sinopec, adopts the advanced SCADA system for full automation control. The pipeline is designed to have an annual crude transmission capacity of 20million tons.

  16. Developing Pipeline Transportation in West China

    Institute of Scientific and Technical Information of China (English)

    Yang Chenghan; Wang Wei

    1997-01-01

    @@ Since the late 1980s, focus of exploration and development for oil & gas has been diverted to thewest of China, resulting in the discovery and development of Shaanbei gas field followed by large-scale exploration and development of Tarim,Turpan and Hami basins. Responding to this situation, pipeline construction focus has also been transferred to west China where large-scale development of pipeline transportation, an opportunity as well as a challenge, is expected.

  17. Astronomical pipeline processing using fuzzy logic

    Science.gov (United States)

    Shamir, Lior

    In the past few years, pipelines providing astronomical data have been becoming increasingly important. The wide use of robotic telescopes has provided significant discoveries, and sky survey projects such as SDSS and the future LSST are now considered among the premier projects in the field astronomy. The huge amount of data produced by these pipelines raises the need for automatic processing. Astronomical pipelines introduce several well-defined problems such as astronomical image compression, cosmic-ray hit rejection, transient detection, meteor triangulation and association of point sources with their corresponding known stellar objects. We developed and applied soft computing algorithms that provide new or improved solutions to these growing problems in the field of pipeline processing of astronomical data. One new approach that we use is fuzzy logic-based algorithms, which enables the automatic analysis of the astronomical pipelines and allows mining the data for not-yet-known astronomical discoveries such as optical transients and variable stars. The developed algorithms have been tested with excellent results on the NightSkyLive sky survey, which provides a pipeline of 150 astronomical pictures per hour, and covers almost the entire global night sky.

  18. Consensus between pipelines in structural brain networks.

    Directory of Open Access Journals (Sweden)

    Christopher S Parker

    Full Text Available Structural brain networks may be reconstructed from diffusion MRI tractography data and have great potential to further our understanding of the topological organisation of brain structure in health and disease. Network reconstruction is complex and involves a series of processesing methods including anatomical parcellation, registration, fiber orientation estimation and whole-brain fiber tractography. Methodological choices at each stage can affect the anatomical accuracy and graph theoretical properties of the reconstructed networks, meaning applying different combinations in a network reconstruction pipeline may produce substantially different networks. Furthermore, the choice of which connections are considered important is unclear. In this study, we assessed the similarity between structural networks obtained using two independent state-of-the-art reconstruction pipelines. We aimed to quantify network similarity and identify the core connections emerging most robustly in both pipelines. Similarity of network connections was compared between pipelines employing different atlases by merging parcels to a common and equivalent node scale. We found a high agreement between the networks across a range of fiber density thresholds. In addition, we identified a robust core of highly connected regions coinciding with a peak in similarity across network density thresholds, and replicated these results with atlases at different node scales. The binary network properties of these core connections were similar between pipelines but showed some differences in atlases across node scales. This study demonstrates the utility of applying multiple structural network reconstrution pipelines to diffusion data in order to identify the most important connections for further study.

  19. Maintenance of transport pipeline systems; Instandhaltung von Transportleitungssystemen

    Energy Technology Data Exchange (ETDEWEB)

    Sorge, Hans-Christian; Christen, Thomas; Maelzer, Hans-Joachim [IWW Rheinisch-Westfaelisches Institut fuer Wasser, Regionalstandort Rhein-Main, Bibesheim am Rhein (Germany). Bereich Wassernetze; Kappler, Kathrein [Hessenwasser GmbH und Co. KG, Gross-Gerau (Germany)

    2012-05-15

    The authors of the contribution under consideration describe a multi-criteria approach for the evaluation the timing and location of appropriate maintenance measures as part of a maintenance strategy for long-distance water pipelines and taking into account technical and economic risks. The innovative core consists of a powerful combination for the lifetime prediction, static component calculation, condition assessment and detailed cost analysis. The approach described here provides a detailed risk assessment of any number of line segments. For operators of transport systems, the required maintenance measures are identified and together with the associated costs compiled in an action plan.

  20. Project for environmental recovery of the Taquari stream in the surroundings of OSBRA Pipeline; Projeto de recuperacao ambiental do corrego Taquari no entorno do duto OSBRA

    Energy Technology Data Exchange (ETDEWEB)

    Torres, Carlos A.R.; Maia, Jacob S.; Magalhaes, Milton P.; Nunes, Roberta V. [PETROBRAS Transporte S. A. (TRANSPETRO), Rio de Janeiro, RJ (Brazil); Camargo, Renato F. [R. Camargo Ambiental, Americana, SP (Brazil); Ruas, Tereza C.B.G. [Secretaria de Agricultura e Abastecimento, Sao Paulo, SP (Brazil). Coordenadoria de Assistencia Tecnica Integral (CATI)

    2008-07-01

    This paper presents the experience of PETROBRAS Transporte S. A. - TRANSPETRO the Project of Environmental Recovery of Taquari Stream (which runs close to Osbra pipeline) to the end of reducing the effect of flooding of the areas adjoining the water body. The discussion encompasses the following themes: pipeline interference with water bodies during construction; relationship with stakeholders; impact of agricultural activities on water bodies; conflicts upon establishment of legal reserves and protection of Permanent Preservation Areas. (author)

  1. Black powder in gas pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Sherik, Abdelmounam [Saudi Aramco, Dhahran (Saudi Arabia)

    2009-07-01

    Despite its common occurrence in the gas industry, black powder is a problem that is not well understood across the industry, in terms of its chemical and physical properties, source, formation, prevention or management of its impacts. In order to prevent or effectively manage the impacts of black powder, it is essential to have knowledge of its chemical and physical properties, formation mechanisms and sources. The present paper is divided into three parts. The first part of this paper is a synopsis of published literature. The second part reviews the recent laboratory and field work conducted at Saudi Aramco Research and Development Center to determine the compositions, properties, sources and formation mechanisms of black powder in gas transmission systems. Microhardness, nano-indentation, X-ray Diffraction (XRD), X-ray Fluorescence (XRF) and Scanning Electron Microscopy (SEM) techniques were used to analyze a large number of black powder samples collected from the field. Our findings showed that black powder is generated inside pipelines due to internal corrosion and that the composition of black powder is dependent on the composition of transported gas. The final part presents a summary and brief discussion of various black powder management methods. (author)

  2. Automated pipelines for spectroscopic analysis

    Science.gov (United States)

    Allende Prieto, C.

    2016-09-01

    The Gaia mission will have a profound impact on our understanding of the structure and dynamics of the Milky Way. Gaia is providing an exhaustive census of stellar parallaxes, proper motions, positions, colors and radial velocities, but also leaves some glaring holes in an otherwise complete data set. The radial velocities measured with the on-board high-resolution spectrograph will only reach some 10 % of the full sample of stars with astrometry and photometry from the mission, and detailed chemical information will be obtained for less than 1 %. Teams all over the world are organizing large-scale projects to provide complementary radial velocities and chemistry, since this can now be done very efficiently from the ground thanks to large and mid-size telescopes with a wide field-of-view and multi-object spectrographs. As a result, automated data processing is taking an ever increasing relevance, and the concept is applying to many more areas, from targeting to analysis. In this paper, I provide a quick overview of recent, ongoing, and upcoming spectroscopic surveys, and the strategies adopted in their automated analysis pipelines.

  3. The Ruptured Pipeline: Analysis of the Mining Engineering Faculty Pipeline

    Science.gov (United States)

    Poulton, M.

    2011-12-01

    The booming commodities markets of the past seven years have created an enormous demand for economic geologists, mining engineers, and extractive metallurgists. The mining sector has largely been recession proof due to demand drivers coming from developing rather than developed nations. The strong demand for new hires as well as mid-career hires has exposed the weakness of the U.S. university supply pipeline for these career fields. A survey of mining and metallurgical engineering faculty and graduate students was conducted in 2010 at the request of the Society for Mining, Metallurgy, and Exploration. The goals of the surveys were to determine the demographics of the U.S. faculty in mining and metallurgical engineering, the expected faculty turn over by 2010 and the potential supply of graduate students as the future professorate. All Mining Engineering and Metallurgical Engineering degrees in the U.S. are accredited by the Accreditation Board for Engineering and Technology (ABET) and the specific courses required are set by the sponsoring professional society, Society for Mining, Metallurgy, and Exploration. There are 13 universities in the U.S. that offer a degree in Mining Engineering accredited as Mining Engineering and 1 university that grants a Mining Engineering degree accredited under general engineering program requirements. Faculty numbers are approximately 87 tenure track positions with a total undergraduate enrollment of slightly over 1,000 in the 2008-2009 academic year. There are approximately 262 graduate students in mining engineering in the U.S. including 87 Ph.D. students. Mining Engineering department heads have identified 14 positions open in 2010 and 18 positions expected to be open in the next 5 years and an additional 21 positions open by 2020. The current survey predicts a 56% turn over in mining faculty ranks over the next 10 years but a retirement of 100% of senior faculty over 10 years. 63% of graduate students say they are interested in

  4. Redefining the Data Pipeline Using GPUs

    Science.gov (United States)

    Warner, C.; Eikenberry, S. S.; Gonzalez, A. H.; Packham, C.

    2013-10-01

    There are two major challenges facing the next generation of data processing pipelines: 1) handling an ever increasing volume of data as array sizes continue to increase and 2) the desire to process data in near real-time to maximize observing efficiency by providing rapid feedback on data quality. Combining the power of modern graphics processing units (GPUs), relational database management systems (RDBMSs), and extensible markup language (XML) to re-imagine traditional data pipelines will allow us to meet these challenges. Modern GPUs contain hundreds of processing cores, each of which can process hundreds of threads concurrently. Technologies such as Nvidia's Compute Unified Device Architecture (CUDA) platform and the PyCUDA (http://mathema.tician.de/software/pycuda) module for Python allow us to write parallel algorithms and easily link GPU-optimized code into existing data pipeline frameworks. This approach has produced speed gains of over a factor of 100 compared to CPU implementations for individual algorithms and overall pipeline speed gains of a factor of 10-25 compared to traditionally built data pipelines for both imaging and spectroscopy (Warner et al., 2011). However, there are still many bottlenecks inherent in the design of traditional data pipelines. For instance, file input/output of intermediate steps is now a significant portion of the overall processing time. In addition, most traditional pipelines are not designed to be able to process data on-the-fly in real time. We present a model for a next-generation data pipeline that has the flexibility to process data in near real-time at the observatory as well as to automatically process huge archives of past data by using a simple XML configuration file. XML is ideal for describing both the dataset and the processes that will be applied to the data. Meta-data for the datasets would be stored using an RDBMS (such as mysql or PostgreSQL) which could be easily and rapidly queried and file I/O would be

  5. 77 FR 6857 - Pipeline Safety: Notice of Public Meetings on Improving Pipeline Leak Detection System...

    Science.gov (United States)

    2012-02-09

    ... and Research 5:45 p.m. Wrap-Up/Next Steps 6 p.m. Adjournment Preliminary Agenda for the Public Meeting... Pipelines 12:30 p.m. Lunch 2 p.m. Panel 3: Valve Capabilities, Limitations and Research 4 p.m. Wrap-Up/Next... Administrator for Pipeline Safety. BILLING CODE 4910-60-P...

  6. The Dangers of Pipeline Thinking: How the School-to-Prison Pipeline Metaphor Squeezes out Complexity

    Science.gov (United States)

    McGrew, Ken

    2016-01-01

    In this essay Ken McGrew critically examines the "school-to-prison pipeline" metaphor and associated literature. The origins and influence of the metaphor are compared with the origins and influence of the competing "prison industrial complex" concept. Specific weaknesses in the "pipeline literature" are examined.…

  7. 77 FR 66830 - LNG Development Company, LLC and Oregon Pipeline Company; Northwest Pipeline GP; Notice of...

    Science.gov (United States)

    2012-11-07

    ... Energy Regulatory Commission LNG Development Company, LLC and Oregon Pipeline Company; Northwest Pipeline GP; Notice of Extension of Comment Period for the Oregon LNG Export and Washington Expansion Projects This notice announces the extension of the public scoping process and comment period for the Oregon...

  8. 75 FR 4134 - Pipeline Safety: Leak Detection on Hazardous Liquid Pipelines

    Science.gov (United States)

    2010-01-26

    ... safety study on pipeline Supervisory Control and Data Acquisition (SCADA) systems (NTSB/SS-05/02). The... indications of a leak on the SCADA interface was the impetus for this study. The NTSB examined 13 hazardous... large pipeline breaks. The line balance processes incorporating SCADA or other technology are geared...

  9. Marine Environmental Protection and Transboundary Pipeline Projects: A Case Study of the Nord Stream Pipeline

    NARCIS (Netherlands)

    Lott, Alexander

    2011-01-01

    The Nord Stream transboundary submarine pipeline, significant for its impact on the EU energy policy, has been a heav- ily debated issue in the Baltic Sea region during the past decade. This is partly due to the concerns over the effects that the pipeline might have on the Baltic Sea as a particular

  10. 76 FR 29333 - Pipeline Safety: Meetings of the Technical Pipeline Safety Standards Committee and the Technical...

    Science.gov (United States)

    2011-05-20

    ... staff to assist in the creation of a pipeline safety report to the nation. The subcommittee is made up...) and the creation of a subcommittee to assist PHMSA in the preparation of a pipeline safety report to the nation. PHMSA will host a series of meetings with a newly formed subcommittee to review and...

  11. 77 FR 61825 - Pipeline Safety: Notice of Public Meeting on Pipeline Data

    Science.gov (United States)

    2012-10-11

    ... (NAPSR) are sponsoring this public meeting to discuss how pipeline data is currently used by stakeholders... public meeting on pipeline data will be held on Monday, October 29, 2012, from 1 p.m. to 5:30 p.m. and... meeting are to: 1. Determine how stakeholders, including PHMSA, industry, and the public use the data....

  12. Pipeline design software and the simulation of liquid propane/butane-light oils pipeline operations

    Energy Technology Data Exchange (ETDEWEB)

    Peters, J. [Monenco AGRA Inc., Calgary, Alberta (Canada)

    1996-12-31

    A comprehensive and integrated suite of computer software routines has been developed to simulate the flow of liquids in pipelines. The fluid properties module accommodates Newtonian and non-Newtonian liquids or mixtures including corrections for changes in properties with temperature and pressure. The hydraulic model calculates pressure drop in single or looped pipelines based on the diameter, route (length) and profile data provided. For multi-product pipelines the hydraulics module estimates energy loss for any sequence of batches given the size and fluid properties of each batch, and the velocity in the pipeline. When the characteristics of existing or proposed pipeline pumps are included, location and size of pumps can be optimized. The effect of heat loss on pressure drop is predicted by invoking the module which calculates the fluid temperature profile based on operating conditions, fluid properties, pipe and insulation conductivity and soil heat transfer data. Modules, created to simulate heater or cooler operations, can be incorporated to compensate for changes in temperature. Input data and calculated results can be presented in a format customized by the user. The simulation software has been successfully applied to multi-product, fuel oil, and non-Newtonian emulsion pipelines. The simulation and operation of a refinery products pipeline for the transportation of propane, butane, gasline, jet and diesel batches will be discussed. The impact of high vapor pressure batches (i.e., propane and butane) on the operation of the pipeline and on the upstream and downstream facilities will be examined in detail.

  13. 77 FR 45417 - Pipeline Safety: Inspection and Protection of Pipeline Facilities After Railway Accidents

    Science.gov (United States)

    2012-07-31

    ... Pipeline Facilities After Railway Accidents AGENCY: Pipeline and Hazardous Materials Safety Administration... either during a railroad accident or other event occurring in the right-of-way. Further, the advisory... to identify and notify underground utilities that an incident has occurred in the vicinity of their...

  14. A streamlined approach for pipeline integrity management

    Energy Technology Data Exchange (ETDEWEB)

    Porter, T.R. [Tuboscope Pipeline Services, Houston, TX (United States); Marr, J.E. [Marr and Associates, A Tuboscope Company, Calgary, AB (Canada)

    2004-07-01

    While regulations call for safe and reliable operation of pipelines, business calls for economic return and reduced liability. This paper presented a system that provides rapid, comprehensive and economic improvements for pipeline integrity decision support. The first phase of a pipeline integrity management plan (IMP) involves the identification of integrity threats to the pipeline. This may involve 22 root causes as defined by the Pipeline Research Council International (PRCI), grouped into 9 categories of related failure types, further grouped into time related defect types. Time dependent defects include external corrosion, internal corrosion and stress corrosion cracking. Stable defects include manufacturing related or welding defects, while time independent defects include mechanical damage, incorrect operations and outside forces. In designing an IMP, high consequence areas (HCAs) must be defined along with the integrity threats that could affect the pipeline. A baseline risk assessment is then performed using data from the integrity threat models to identify risks areas, individual lines, pipe segments or joints. Integrity management decisions are made based on the outcome of initial assessments, resulting in integrity assessment tools such as in line inspection (ILI) technologies, direct assessment (DA), and hydrostatic testing. Pipeline engineers benefit from having ILI, DA and other data integrated and interacting with geographic information system (GIS) data. This paper presented the LinaView PRO{sup TM} IMP tool developed by Tuboscope that enhances dig smart excavation decision making; remediation and mitigation planning; responding to one-call emergency response; implementation of government regulations; HCA identification; integration of a wide variety of data; comprehensive dynamic segmentation; and, data validation in support of risk assessment. The objective of an IMP is the safe and reliable delivery system for oil and gas product to markets. 9

  15. Buoyancy-driven leakage of oil from a ruptured submarine pipeline

    NARCIS (Netherlands)

    Kranenburg, C.

    1983-01-01

    The rupture of a submarine oil pipeline starts various mechanisms leading to an oil spill. Among these mechanisms the leakage of oil driven by the difference in specific gravities of oil and sea-water is difficult to estimate. A simple mathematical model has been developed and laboratory experiments

  16. Experimental investigation on rapid filling of a large-scale pipeline

    NARCIS (Netherlands)

    Hou, Q.; Tijsseling, A.S.; Laanearu, J.; Annus, I.; Koppel, T.; Bergant, A.; Vučković, S.; Anderson, A.; Westende, J.M.C. van 't

    2014-01-01

    This study presents the results from detailed experiments of the two-phase pressurized flow behavior during the rapid filling of a large-scale pipeline. The physical scale of this experiment is close to the practical situation in many industrial plants. Pressure transducers, water-level meters, ther

  17. Buoyancy-driven leakage of oil from a ruptured submarine pipeline

    NARCIS (Netherlands)

    Kranenburg, C.

    1983-01-01

    The rupture of a submarine oil pipeline starts various mechanisms leading to an oil spill. Among these mechanisms the leakage of oil driven by the difference in specific gravities of oil and sea-water is difficult to estimate. A simple mathematical model has been developed and laboratory experiments

  18. Experimental investigation on rapid filling of a large-scale pipeline

    NARCIS (Netherlands)

    Hou, Q.; Tijsseling, A.S.; Laanearu, J.; Annus, I.; Koppel, T.; Bergant, A.; Vučković, S.; Anderson, A.; Westende, J.M.C. van 't

    2014-01-01

    This study presents the results from detailed experiments of the two-phase pressurized flow behavior during the rapid filling of a large-scale pipeline. The physical scale of this experiment is close to the practical situation in many industrial plants. Pressure transducers, water-level meters, ther

  19. Empirical Formulas for Calculation of Negative Pressure Difference in Vacuum Pipelines

    Directory of Open Access Journals (Sweden)

    Marek Kalenik

    2015-10-01

    Full Text Available The paper presents the analysis of results of empirical investigations of a negative pressure difference in vacuum pipelines with internal diameters of 57, 81, 102 mm. The investigations were performed in an experimental installation of a vacuum sewage system, built in a laboratory hall on a scale of 1:1. The paper contains a review of the literature concerning two-phase flows (liquid-gas in horizontal, vertical and diagonal pipelines. It presents the construction and working principles of the experimental installation of vacuum sewage system in steady and unsteady conditions during a two-phase flow of water and air. It also presents a methodology for determination of formula for calculation of a negative pressure difference in vacuum pipelines. The results obtained from the measurements of the negative pressure difference Δpvr in the vacuum pipelines were analyzed and compared with the results of calculations of the negative pressure difference Δpvr, obtained from the determined formula. The values of the negative pressure difference Δpvr calculated for the vacuum pipelines with internal diameters of 57, 81, and 102 mm with the use of Formula (19 coincide with the values of Δpvr measured in the experimental installation of a vacuum sewage system. The dependence of the negative pressure difference Δpvr along the length of the vacuum pipelines on the set negative pressure in the vacuum container pvzp is linear. The smaller the vacuum pipeline diameter, the greater the negative pressure difference Δpvr is along its length.

  20. Pipeline four-dimension management is the trend of pipeline integrity management in the future

    Energy Technology Data Exchange (ETDEWEB)

    Shaohua, Dong; Feifan; Zhongchen, Han [China National Petroleum Corporation (CNPC), Beijing (China)

    2009-07-01

    Pipeline integrity management is essential for today's operators to operate their pipelines safety and cost effectively. The latest developments of pipeline integrity management around the world are involved with change of regulation, industry standard and innovation of technology. And who know the trend of PIM in the future, which can be answered in the paper. As a result, the concept of P4DM was set up firstly in the world. The paper analyzed the pipeline HSE management, pipeline integrity management (PIM) and asset integrity management (AIM), the problem of management was produced, and also the Pipeline 4-dimension Management (P4DM) theory was brought forward. According to P4DM, from the hierarchy of P4DM, the management elements, fields, space and time was analyzed. The main content is P4DM integrate the space geography location and time, control and manage the pipeline system in whole process, anywhere and anytime. It includes the pipeline integrity, pipeline operation and emergency, which is integrated by IT system. It come true that the idea, solution, technology, organization, manager alternately intelligently control the process of management. What the paper talks about included the definition of pipeline 4D management, the research develop of P4DM, the theory of P4DM, the relationship between P4DM and PIM, the technology basis of P4DM, how to perform the P4DM and conclusion. The P4DM was produced, which provide the development direction of PIM in the future, and also provide the new ideas for PetroChina in the field of technology and management. (author)

  1. STANDARDIZED COSTS FOR WATER SUPPLY DISTRIBUTION SYSTEMS

    Science.gov (United States)

    Presented within the report are cost data for construction and operation/maintenance of domestic water distribution and transmission pipelines, domestic water pumping stations, and domestic water storage reservoirs. To allow comparison of new construction with rehabilitation of e...

  2. Overview of the design, construction, and operation of interstate liquid petroleum pipelines.

    Energy Technology Data Exchange (ETDEWEB)

    Pharris, T. C.; Kolpa, R. L.

    2008-01-31

    The U.S. liquid petroleum pipeline industry is large, diverse, and vital to the nation's economy. Comprised of approximately 200,000 miles of pipe in all fifty states, liquid petroleum pipelines carried more than 40 million barrels per day, or 4 trillion barrel-miles, of crude oil and refined products during 2001. That represents about 17% of all freight transported in the United States, yet the cost of doing so amounted to only 2% of the nation's freight bill. Approximately 66% of domestic petroleum transport (by ton-mile) occurs by pipeline, with marine movements accounting for 28% and rail and truck transport making up the balance. In 2004, the movement of crude petroleum by domestic federally regulated pipelines amounted to 599.6 billion tonmiles, while that of petroleum products amounted to 315.9 billion ton-miles (AOPL 2006). As an illustration of the low cost of pipeline transportation, the cost to move a barrel of gasoline from Houston, Texas, to New York Harbor is only 3 cents per gallon, which is a small fraction of the cost of gasoline to consumers. Pipelines may be small or large, up to 48 inches in diameter. Nearly all of the mainline pipe is buried, but other pipeline components such as pump stations are above ground. Some lines are as short as a mile, while others may extend 1,000 miles or more. Some are very simple, connecting a single source to a single destination, while others are very complex, having many sources, destinations, and interconnections. Many pipelines cross one or more state boundaries (interstate), while some are located within a single state (intrastate), and still others operate on the Outer Continental Shelf and may or may not extend into one or more states. U.S. pipelines are located in coastal plains, deserts, Arctic tundra, mountains, and more than a mile beneath the water's surface of the Gulf of Mexico (Rabinow 2004; AOPL 2006). The network of crude oil pipelines in the United States is extensive. There are

  3. Validation of pig operations through pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Tolmasquim, Sueli Tiomno [TRANSPETRO - PETROBRAS Transporte S.A., Rio de Janeiro, RJ (Brazil); Nieckele, Angela O. [Pontificia Univ. Catolica do Rio de Janeiro, RJ (Brazil). Dept. de Engenharia Mecanica

    2005-07-01

    In the oil industry, pigging operations in pipelines have been largely applied for different purposes: pipe cleaning, inspection, liquid removal and product separation, among others. An efficient and safe pigging operation requires that a number of operational parameters, such as maximum and minimum pressures in the pipeline and pig velocity, to be well evaluated during the planning stage and maintained within stipulated limits while the operation is accomplished. With the objective of providing an efficient tool to assist in the control and design of pig operations through pipelines, a numerical code was developed, based on a finite difference scheme, which allows the simulation of two fluid transient flow, like liquid-liquid, gas-gas or liquid-gas products in the pipeline. Modules to automatically control process variables were included to employ different strategies to reach an efficient operation. Different test cases were investigated, to corroborate the robustness of the methodology. To validate the methodology, the results obtained with the code were compared with a real liquid displacement operation of a section of the OSPAR oil pipeline, belonging to PETROBRAS, with 30'' diameter and 60 km length, presenting good agreement. (author)

  4. Bauxite slurry pipeline: start up operation

    Energy Technology Data Exchange (ETDEWEB)

    Othon, Otilio; Babosa, Eder; Edvan, Francisco; Brittes, Geraldo; Melo, Gerson; Janir, Joao; Favacho, Orlando; Leao, Marcos; Farias, Obadias [Vale, Rio de Janeiro, RJ (Brazil); Goncalves, Nilton [Anglo Ferrous Brazil S.A., Rio de Janeiro, RJ (Brazil)

    2009-07-01

    The mine of Miltonia is located in Paragominas-PA, in the north of Brazil. Bauxite slurry pipeline starts at the Mine of Miltonia and finishes in the draining installation of Alunorte refinery at the port of Barcarena-PA, located approximately 244km away from the mine. The pipeline runs over seven cities and passes below four great rivers stream beds. The system was designed for an underground 24 inches OD steel pipe to carry 9.9 million dry metric tonnes per annum (dMTAs) of 50.5% solid concentration bauxite slurry, using only one pumping station. The system is composed by four storage tanks and six piston diaphragm pumps, supplying a flow of 1680 m3/h. There is a cathodic protection system along the pipeline extension to prevent external corrosion and five pressure monitoring stations to control hydraulic conditions, there is also a fiber optic cable interconnection between pump station and terminal station. Pipeline Systems Incorporated (PSI) was the designer and followed the commissioning program of the start up operations. This paper will describe the beginning of the pipeline operations, technical aspects of the project, the operational experiences acquired in these two years, the faced problems and also the future planning. (author)

  5. JGI Plant Genomics Gene Annotation Pipeline

    Energy Technology Data Exchange (ETDEWEB)

    Shu, Shengqiang; Rokhsar, Dan; Goodstein, David; Hayes, David; Mitros, Therese

    2014-07-14

    Plant genomes vary in size and are highly complex with a high amount of repeats, genome duplication and tandem duplication. Gene encodes a wealth of information useful in studying organism and it is critical to have high quality and stable gene annotation. Thanks to advancement of sequencing technology, many plant species genomes have been sequenced and transcriptomes are also sequenced. To use these vastly large amounts of sequence data to make gene annotation or re-annotation in a timely fashion, an automatic pipeline is needed. JGI plant genomics gene annotation pipeline, called integrated gene call (IGC), is our effort toward this aim with aid of a RNA-seq transcriptome assembly pipeline. It utilizes several gene predictors based on homolog peptides and transcript ORFs. See Methods for detail. Here we present genome annotation of JGI flagship green plants produced by this pipeline plus Arabidopsis and rice except for chlamy which is done by a third party. The genome annotations of these species and others are used in our gene family build pipeline and accessible via JGI Phytozome portal whose URL and front page snapshot are shown below.

  6. Diagnostics and reliability of pipeline systems

    CERN Document Server

    Timashev, Sviatoslav

    2016-01-01

    The book contains solutions to fundamental problems which arise due to the logic of development of specific branches of science, which are related to pipeline safety, but mainly are subordinate to the needs of pipeline transportation.          The book deploys important but not yet solved aspects of reliability and safety assurance of pipeline systems, which are vital aspects not only for the oil and gas industry and, in general, fuel and energy industries , but also to virtually all contemporary industries and technologies. The volume will be useful to specialists and experts in the field of diagnostics/ inspection, monitoring, reliability and safety of critical infrastructures. First and foremost, it will be useful to the decision making persons —operators of different types of pipelines, pipeline diagnostics/inspection vendors, and designers of in-line –inspection (ILI) tools, industrial and ecological safety specialists, as well as to researchers and graduate students.

  7. Urbanization: the pipelines ROW (Right-of-Way) future

    Energy Technology Data Exchange (ETDEWEB)

    Ribeiro, Gilberto; Malzone, Vivian de Araujo Oliveira [TRANSPETRO - PETROBRAS Transporte S.A., Rio de Janeiro, RJ (Brazil)

    2009-07-01

    The accelerated process of urbanization that is shifting the aspects of Brazilian cities - most clearly in South East and South region states - is inherently involved with decayed levels of quality of life and little or any concern at all with the sustainability of such urban expansion. Besides the social difficulties generated from this non-planned growth - mainly in the cities' outskirts - there are many questions related to urbanization that should be reconsidered such as water, soil and air pollution; lack of water resources; floods, insufficient public transport and traffic problems; urban infra-structure and lodging privations and inadequate soil installment. This paper aims at showing how this disordered urban growth plays an important role on PETROBRAS' pipeline right of way located at the great cities urban areas, more specifically the Urban Right Of Way that cross the metropolitan region of the city of Sao Paulo. Also, it is an objective to express how such urbanization propitiate the execution of basic infra-structure in a way of integrating habitation, sanitation, environment and geotechnical sectors with the purposes of PETROBRAS of maintaining as priority the integrity of the pipelines located on the ROW as well as the integrity of these ROW themselves. (author)

  8. 直埋蒸汽管道的保温防腐及管道设计中的几个问题%Talking About the Directly Buried Steam Pipeline Insulation Corrosion and Pipeline Design Related Problems

    Institute of Scientific and Technical Information of China (English)

    田丽娜

    2014-01-01

    Current, heating pipes directly buried installation of directly buried hot water pipe has, also have the directly buried steam pipeline. This article is in directly buried pipeline design on the basis of practical experience, only for directly buried steam pipeline insulation corrosion, pipeline design related problems, put forward some views.%当前,热力管道的直埋敷设方式有直埋热水管道,也有直埋蒸汽管道。在直埋管道设计实践经验的基础上,仅对直埋蒸汽管道的保温防腐、管道设计中的有关问题提出一些看法。

  9. Modelling of non-equilibrium flow in the branched pipeline systems

    Science.gov (United States)

    Sumskoi, S. I.; Sverchkov, A. M.; Lisanov, M. V.; Egorov, A. F.

    2016-09-01

    This article presents a mathematical model and a numerical method for solving the task of water hammer in the branched pipeline system. The task is considered in the onedimensional non-stationary formulation taking into account the realities such as the change in the diameter of the pipeline and its branches. By comparison with the existing analytic solution it has been shown that the proposed method possesses good accuracy. With the help of the developed model and numerical method the task has been solved concerning the transmission of the compression waves complex in the branching pipeline system when several shut down valves operate. It should be noted that the offered model and method may be easily introduced to a number of other tasks, for example, to describe the flow of blood in the vessels.

  10. Development and Application of Oil-Spill Risk Assessment Model for Offshore Pipeline

    Institute of Scientific and Technical Information of China (English)

    LU Yan; WANG Jia; WEI Wenpu; YANG Yong; AN Wei

    2014-01-01

    To the potential oil-spill risk caused by offshore pipeline more attention has been paid after the Dalian oil spill incident from oil-pipeline explosion. Since then an issue about how to prevent and control the sudden oil-spill from the offshore pipeline has been raised. In this paper, we proposed an optimized model to analyze the main causes (probability) of spill and the consequence with the fuzzy comprehensive assessment model. Considering the complicated assessment process for oil-spill, the assessment factor system involving the spill probability and consequence was established based on the operative manual and statistic leakage/damage data of offshore pipeline in order to estimate the integrated spill risk score automatically. The evaluated factors of spill probability could be grouped into five aspects:corrosion, fatigue, national damage, third party, and operational fault;the consequence evaluated factors of spill included hazard of oil and impact-controlling capability. With some modifications based on experts’ opinions, each of the evaluated factors in our work was developed with a relative weight and evaluation criterion. A test example for an offshore pipe-line in the Bohai waters was described to show how the model can be used for an actual case in more detail. By using the oil-spill risk assessment model, it is easy to determine the risk level associated with the ongoing activity and management level and hence to take the risk mitigation action immediately.

  11. Corrosion Behavior of Pipeline Carbon Steel under Different Iron Oxide Deposits in the District Heating System

    Directory of Open Access Journals (Sweden)

    Yong-Sang Kim

    2017-05-01

    Full Text Available The corrosion behavior of pipeline steel covered by iron oxides (α-FeOOH; Fe3O4 and Fe2O3 was investigated in simulated district heating water. In potentiodynamic polarization tests; the corrosion rate of pipeline steel is increased under the iron oxide but the increaseing rate is different due to the differnet chemical reactions of the covered iron oxides. Pitting corrosion was only observed on the α-FeOOH-covered specimen; which is caused by the crevice corrosion under the α-FeOOH. From Mott-Schottky and X-ray diffraction results; the surface reaction and oxide layer were dependent on the kind of iron oxides. The iron oxides deposit increases the failure risk of the pipeline and localized corrosion can be occurred under the α-FeOOH-covered region of the pipeline. Thus, prevention methods for the iron oxide deposit in the district pipeline system such as filtering or periodic chemical cleaning are needed.

  12. Integrated system for coal-methanol liquefaction and slurry pipeline transportation. Final report. [In slurry transport

    Energy Technology Data Exchange (ETDEWEB)

    Banks, W.F.; Davidson, J.K.; Horton, J.H.; Summers, C.W.

    1980-03-31

    The engineering economics of an integrated coal-to-methanol conversion system and coal-in-methanol transportation system are examined, under the circumstances of the western coalfields, i.e., long distances from major markets and scarcity of water in the vicinity of the mines. The transportation economics are attractive, indicating tariffs of approximately 40 cents per million Btu per thousand miles for the coal-methanol pipeline vs 60 cents via coal-water pipelines and upwards of a dollar via rail. Energy consumption is also less in the coal-methanol pipeline than in the coal-water pipeline, and about equal to rail. It is also concluded that, by a proper marriage of the synthetic fuel (methanolization) plant to the slurrification plant, most, and in some cases all, of the water required by the synthetic fuel process can be supplied by the natural moisture of the coal itself. Thus, the only technology which presently exists and by which synthetic fuel from western coal can displace petroleum in the automotive fuel market is the integrated methanol conversion and tranportation system. The key element is the ability of the methanol slurry pipeline to accept and to deliver dry (1 to 5% moisture) coal, allowing the natural coal moisture to be used as synthesis feedstock in satisfaction of the large water requirement of any synthetic fuel plant. By virtue of these unique properties, this integrated system is seen as the only means in the foreseeable future whereby western coal can be converted to synthetic fuel and moved to distant markets.

  13. Ecoulements diphasiques instables dans les systèmes pipeline/riser Unsteady Two-Phase Flows in Pipeline/Riser Systems

    Directory of Open Access Journals (Sweden)

    Fabre J.

    2006-11-01

    Full Text Available Les instabilités hydrodynamiques de l'écoulement dans les systèmes pipeline/riser ont été étudiées sur une boucle d'essais en tubes transparents de diamètre intérieur 0,053 m, longueur 25 m pour la partie pipeline et 13,5 m pour la partie riser. Les expériences effectuées sur de l'eau et de l'air, à différentes pentes du pipeline et pour plusieurs valeurs du débit d'entrée, ont permis l'observation d'instabilités à grande échelle à faible débit de liquide et de gaz. Les cartes de configuration d'écoulement ont été établies pour trois pentes différentes du pipeline. Le modèle numérique développé à partir de ces données résout les équations locales instantanées de bilan de masse et de quantité de mouvement de ces écoulements par la méthode des caractéristiques. L'évolution des pressions, fraction de vide, débit de gaz et de liquide au cours du temps, prévue par le modèle, est généralement en bon accord avec les données expérimentales. Hydrodynamic instabilities of flow in pipeline/riser systems were studied on a test loop made of transparent tubes with an ID of 0. 053 m and 25 m long for the pipeline part and 13. 5 m long for the riser. Experiments performed with water and air, with different slopes of the pipeline and with several inlet flow rates, reveal large-scale instabilities at low liquid and gas flow rates. Flow configuration maps were compiled for three different pipeline slopes. The numerical model developed from these data solves instantaneous local equations for the mass balance and amount of movement of such flows by the method of characteristics. Variations in pressures, in the void fraction and in gas and liquid flow in the time forecast by the model are generally in good agreement with experimental data.

  14. HMI global helioseismology data analysis pipeline

    Science.gov (United States)

    Larson, Tim; Schou, Jesper

    2011-01-01

    The HMI global helioseismology data analysis pipeline is based largely on the MDI medium-l program. All of the modules that ran in the SOI Science Support Center have been ported for use in the SDO Joint Science Operations Center (JSOC) and given greater functionality. Many errors and approximations which are present in the standard MDI pipeline have been corrected and improvements have been added. Scripts have been written to automate the submission of compute jobs to our local cluster; it is now possible to go from dopplergrams to mode parameters with the push of a button. JSOC dataseries have been created to hold all intermediate data products, timeseries, window functions, and mode parameters. Here we discuss the operation of the pipeline, the structure of the data it generates, and access to the same.

  15. PLASTIC LIMIT LOAD ANALYSIS OF DEFECTIVE PIPELINES

    Institute of Scientific and Technical Information of China (English)

    ChenGang; LiuYinghua; XuBingye

    2003-01-01

    The integrity assessment of defective pipelines represents a practically important task of structural analysis and design in various technological areas, such as oil and gas industry, power plant engineering and chemical factories. An iterative algorithm is presented for the kinematic limit analysis of 3-D rigid-perfectly plastic bodies. A numerical path scheme for radial loading is adopted to deal with complex multi-loading systems. The numerical procedure has been applied to carry out the plastic collapse analysis of pipelines with part-through slot under internal pressure, bending moment and axial force. The effects of various shapes and sizes of part-through slots on the collapse loads of pipelines are systematically investigated and evaluated. Some typical failure modes corresponding to different configurations of slots and loading forms are studied.

  16. Key Design Properties for Shipping Information Pipeline

    DEFF Research Database (Denmark)

    Jensen, Thomas; Tan, Yao-Hua

    2015-01-01

    on paper, e-mail, phone and text message, and far too costly. This paper explores the design properties for a shared information infrastructure to exchange information between all parties in the supply chain, commercial parties as well as authorities, which is called a Shipping Information Pipeline...... Infrastructures. The paper argues why the previous attempts are inadequate to address the issues in the domain of international supply chains. Instead, a different set of key design properties are proposed for the Shipping Information Pipeline. The solution has been developed in collaboration with a network...... of representatives for major stakeholders in international trade, whom evaluate it positively and are willing to invest, develop and test the prototype of the Shipping Information Pipeline....

  17. Astronomical pipeline processing using fuzzy logic

    Science.gov (United States)

    Shamir, Lior; Nemiroff, Robert J. Nemiroff

    2008-01-01

    Fundamental astronomical questions on the composition of the universe, the abundance of Earth-like planets, and the cause of the brightest explosions in the universe are being attacked by robotic telescopes costing billions of dollars and returning vast pipelines of data. The success of these programs depends on the accuracy of automated real time processing of images never seen by a human, and all predicated on fast and accurate automatic identifications of known astronomical objects and new astronomical transients. In this paper the needs of modern astronomical pipelines are discussed in the light of fuzzy-logic based decision-making. Several specific fuzzy-logic algorithms have been develop for the first time for astronomical purposes, and tested with excellent results on a test pipeline of data from the existing Night Sky Live sky survey.

  18. Safety installation for preventing pollution by pipelines

    Energy Technology Data Exchange (ETDEWEB)

    Wittgenstein, G.F.

    1972-10-25

    A safety installation for preventing pollution by pipelines, particularly those used for transporting liquid hydrocarbons, is described. It is applicable to any pipeline, but particularly to underground or submarine pipelines, whether made of steel, plastics, or any other material. The 4 essential objects of the invention are to insure reliable prevention of pollution of the environment due to leakage of a hydrocarbon through cracks in the pipe; to evacuate the leakage flow without delay to a vessel; to signal almost instantaneously the existence of a leak; and to effect remote control of operations by which the dynamic pressure in the pipe is cancelled. Each equipped section consists of a fluid-type jacket of plastic material which surrounds the pipe, which at its ends is sealed off. It is these seals which delimit the sections. (7 claims)

  19. Digitally assisted pipeline ADCs theory and implementation

    CERN Document Server

    Murmann, Boris

    2007-01-01

    List of Figures. List of Tables. Acknowledgements. Preface. 1: Introduction. 1. Motivation. 2. Overview. 3. Chapter Organization. 2: Performance Trends. 1. Introduction. 2. Digital Performance Trends. 3. ADC Performance Trends. 3: Scaling Analysis. 1. Introduction. 2. Basic Device Scaling from a Digital Perspective. 3. Technology Metrics for Analog Circuits. 4. Scaling Impact on Matching-Limited Circuits. 5. Scaling Impact on Noise-Limited Circuits. 4: Improving Analog Circuit Efficiency. 1. Introduction. 2. Analog Circuit Challenges. 3. The Cost of Feedback. 4. Two-Stage Feedback Amplifier vs. Open-Loop Gain Stage. 5. Discussion. 5: Open-Loop Pipelined ADCs. 1. A Brief Review of Pipelined ADCs. 2. Conventional Stage Implementation. 3. Open-Loop Pipeline Stages. 4. Alternative Transconductor Implementations. 6: Digital Nonlinearity Correction. 1. Overview. 2. Error Model and Digital Correction. 3. Alternative Error Models. 7: Statistics-Based Parameter Estimation. 1. Introduction. 2. Modulation Approach. 3. R...

  20. Sino-Kazakh Crude Pipeline Starts Operation

    Institute of Scientific and Technical Information of China (English)

    2005-01-01

    @@ The Sino-Kazakh Crude Oil Pipeline financed by China National Petroleum Corporation (CNPC) and KazMunaiGaz, the state oil company of Kazakhstan,was launched on December 15, 2005, thanks to the commitments and endeavors of governments and constructors of both countries. The pipeline, with diameter of 813 mm, the total length of 962.2 km running from the Kazakhstan Atasu in the west to China's Alashankou in the east, with the phase I designed annual capacity up to 10 million tons. The launch of the pipeline is a milestone of the China-Kazakhstan energy cooperation, having great importance to the countries' economic growths, China's energy security strategy and the diversification of Kazakh oil exports.

  1. Generic Data Pipelining Using ORAC-DR

    Science.gov (United States)

    Allan, Alasdair; Jenness, Tim; Economou, Frossie; Currie, Malcolm J.; Bly, Martin J.

    A generic data reduction pipeline is, perhaps, the holy grail for data reduction software. We present work which sets us firmly on the path towards this goal. ORAC-DR is an online data reduction pipeline written by the Joint Astronomy Center (JAC) and the UK Astronomy Technology Center (ATC) and distributed as part of the Starlink Software collection (SSC). It is intended to run with a minimum of observer interaction, and is able to handle data from many different instruments, including SCUBA, CGS4, UFTI, IRCAM and Michelle, with support for IRIS2 and UIST under development. Recent work by Starlink in collaboration with the JAC has resulted in an increase in the pipeline's flexibility, opening up the possibility that it could be used for truly generic data reduction for data from any imaging, and eventually spectroscopic, detector.

  2. Pipelined Two-Operand Modular Adders

    Directory of Open Access Journals (Sweden)

    M. Czyzak

    2015-04-01

    Full Text Available Pipelined two-operand modular adder (TOMA is one of basic components used in digital signal processing (DSP systems that use the residue number system (RNS. Such modular adders are used in binary/residue and residue/binary converters, residue multipliers and scalers as well as within residue processing channels. The design of pipelined TOMAs is usually obtained by inserting an appriopriate number of latch layers inside a nonpipelined TOMA structure. Hence their area is also determined by the number of latches and the delay by the number of latch layers. In this paper we propose a new pipelined TOMA that is based on a new TOMA, that has the smaller area and smaller delay than other known structures. Comparisons are made using data from the very large scale of integration (VLSI standard cell library.

  3. A New Opportunity Facing the Pipeline Sector

    Institute of Scientific and Technical Information of China (English)

    Yao Changpu

    2001-01-01

    @@ According to the State and CNPC programs for development,the nation's oil/gas pipeline sector is faced with an unprecedented historic opportunity, about to enter its golden period of development.The three major pipelines () SeNing-Lan (from Sebei of Qinghai Province to Lanzhou by way of Xining) for natural gas, LanCheng-Yu (from Lanzhou to Chengdu extending to Chongqing) for finished oils, and Zhong-Wu (from Zhongxian County of Chongqing to Wuhan)for natural gas, either under construction or planned to be constructed, have all been listed as the national priority projects of infrastructure construction. And the double-line project of the existing Shaan-Jing (Shaanxi Province to Beijing) gas pipeline has finished the procedure for establishment.

  4. Fuel consumption impact on gas pipeline projects

    Energy Technology Data Exchange (ETDEWEB)

    Santos, Sidney P. [PETROBRAS S.A., Rio de Janeiro, RJ (Brazil); Kurz, Rainer; Lubomirsky, Matt [Solar Turbines, Inc., San Diego, CA (United States)

    2005-07-01

    An optimized gas pipeline design requires not only a qualified management of good engineering and planning, but also accurate estimates of capital investment and O and M. Compressor stations play a very important role on the success of a gas pipeline design and a careful selection of centrifugal compressors and drivers are key aspects for the success of the project. The state of the art design available nowadays for these kind of equipment provides overall high thermodynamic performance and consequently minimizes installed power requirements and energy usage with expressive savings on operating expenses along the economic life of the project. This paper will present a guideline for proper station design and selection of its turbo-compressors giving emphasis on the impact of fuel consumption on the economics of a gas pipeline project. (author)

  5. V-GAP: Viral genome assembly pipeline

    KAUST Repository

    Nakamura, Yoji

    2015-10-22

    Next-generation sequencing technologies have allowed the rapid determination of the complete genomes of many organisms. Although shotgun sequences from large genome organisms are still difficult to reconstruct perfect contigs each of which represents a full chromosome, those from small genomes have been assembled successfully into a very small number of contigs. In this study, we show that shotgun reads from phage genomes can be reconstructed into a single contig by controlling the number of read sequences used in de novo assembly. We have developed a pipeline to assemble small viral genomes with good reliability using a resampling method from shotgun data. This pipeline, named V-GAP (Viral Genome Assembly Pipeline), will contribute to the rapid genome typing of viruses, which are highly divergent, and thus will meet the increasing need for viral genome comparisons in metagenomic studies.

  6. Engineering critical assessment of PETROBRAS Camarupim pipeline

    Energy Technology Data Exchange (ETDEWEB)

    Gordon, J.R. [Microalloying International, Houston, TX (United States); Gatlin, R.W. [Global Industries, Rio de Janeiro, RJ (Brazil); Zumpano Junior, P.; Kaspary, T. [PETROBRAS S.A., Rio de Janeiro, RJ (Brazil)

    2009-12-19

    This paper presents details of an Engineering Critical Assessment (ECA) performed to develop girth weld flaw acceptance criteria for the PETROBRAS Camarupim Pipeline which was installed in Espirito Santo Basin, ES, offshore Brazil in May 2008 by Global Industries. The pipeline was constructed using 24-inch diameter API Grade X65 pipe with wall thicknesses of 0.875-inch (22.2 mm) and 1.00 inch (25.4 mm). Although the Camarupim pipeline will initially transport sweet gas there is the potential for mildly sour service operation in mid to late life. To assess the effect of sour service on the material toughness properties a series of slow strain rate fracture toughness tests were performed in a Project representative sour service environment. In addition the results of sour service fatigue crack growth tests were analyzed to develop a conservative sour service fatigue crack growth law for the ECA analysis. (author)

  7. 78 FR 32010 - Pipeline Safety: Public Workshop on Integrity Verification Process

    Science.gov (United States)

    2013-05-28

    ... Pipeline and Hazardous Materials Safety Administration Pipeline Safety: Public Workshop on Integrity Verification Process AGENCY: Pipeline and Hazardous Materials Safety Administration, DOT. ACTION: Notice of... fitness for service processes. At this workshop, the Pipeline and Hazardous Materials...

  8. 77 FR 63309 - Constitution Pipeline Company, LLC; Notice of Public Scoping Meeting and Extension of Scoping...

    Science.gov (United States)

    2012-10-16

    ... Energy Regulatory Commission Constitution Pipeline Company, LLC; Notice of Public Scoping Meeting and Extension of Scoping Period for the Planned Constitution Pipeline Project On October 24, 2012, the Federal... Constitution Pipeline Company's (Constitution) Constitution Pipeline Project. This notice also extends...

  9. Progress with the LOFAR Imaging Pipeline

    CERN Document Server

    Heald, George; Pizzo, Roberto; van Diepen, Ger; van Zwieten, Joris E; van Weeren, Reinout J; Rafferty, David; van der Tol, Sebastiaan; Birzan, Laura; Shulevski, Aleksandar; Swinbank, John; Orru, Emanuela; De Gasperin, Francesco; Ker, Louise; Bonafede, Annalisa; Macario, Giulia; Ferrari, Chiara

    2010-01-01

    One of the science drivers of the new Low Frequency Array (LOFAR) is large-area surveys of the low-frequency radio sky. Realizing this goal requires automated processing of the interferometric data, such that fully calibrated images are produced by the system during survey operations. The LOFAR Imaging Pipeline is the tool intended for this purpose, and is now undergoing significant commissioning work. The pipeline is now functional as an automated processing chain. Here we present several recent LOFAR images that have been produced during the still ongoing commissioning period. These early LOFAR images are representative of some of the science goals of the commissioning team members.

  10. Multinational Gas Pipeline Hopeful on Schedule

    Institute of Scientific and Technical Information of China (English)

    2004-01-01

    @@ The Kovykta project, which will transport natural gas from Russia's Eastern Siberia to China and Republic of Korea, might come out ahead over the Sino-Russian oil pipeline project. China and Russia are negotiating the price of the piped gas and the result of negotiations will likely be seen in three to four months, TNK-BP President and Chief Executive Officer Robert Dudley recently said,adding that he is confident that natural gas from Kovykta will start flowing through the pipeline by the end of 2008 as planned.

  11. Submarine Pipeline Routing Risk Quantitative Analysis

    Institute of Scientific and Technical Information of China (English)

    徐慧; 于莉; 胡云昌; 王金英

    2004-01-01

    A new method for submarine pipeline routing risk quantitative analysis was provided, and the study was developed from qualitative analysis to quantitative analysis.The characteristics of the potential risk of the submarine pipeline system were considered, and grey-mode identification theory was used. The study process was composed of three parts: establishing the indexes system of routing risk quantitative analysis, establishing the model of grey-mode identification for routing risk quantitative analysis, and establishing the standard of mode identification result. It is shown that this model can directly and concisely reflect the hazard degree of the routing through computing example, and prepares the routing selection for the future.

  12. 75 FR 73160 - Pipeline Safety: Information Collection Activities

    Science.gov (United States)

    2010-11-29

    ... Pipeline and Hazardous Materials Safety Administration Pipeline Safety: Information Collection Activities... information collection activity. PHMSA requests comments on the following information collection: Title... information collection under Office of Management and Budget (OMB) Control No. 2137-0578, titled...

  13. 76 FR 33808 - Pipeline Safety: Information Collection Activities

    Science.gov (United States)

    2011-06-09

    ... Pipeline and Hazardous Materials Safety Administration Pipeline Safety: Information Collection Activities... collection; (2) OMB control number; (3) Type of request; (4) Abstract of the information collection activity... information collection activity. PHMSA requests comments on the following information collection:...

  14. 75 FR 13807 - Pipeline Safety: Information Collection Activities

    Science.gov (United States)

    2010-03-23

    ... Pipeline and Hazardous Materials Safety Administration Pipeline Safety: Information Collection Activities... information collection activity; (5) description of affected public; (6) estimate of total annual reporting... approval for each information collection activity. PHMSA requests comments on the following...

  15. 75 FR 76077 - Pipeline Safety: Information Collection Activities

    Science.gov (United States)

    2010-12-07

    ... Pipeline and Hazardous Materials Safety Administration Pipeline Safety: Information Collection Activities... information collection activity. PHMSA requests comments on the following information collection: Title... on an information collection under Office of Management and Budget (OMB) Control No....

  16. 78 FR 57455 - Pipeline Safety: Information Collection Activities

    Science.gov (United States)

    2013-09-18

    ... Pipeline and Hazardous Materials Safety Administration Pipeline Safety: Information Collection Activities... control number; (3) type of request; (4) abstract of the information collection activity; (5) description... activity. PHMSA requests comments on the following information collection: SUPPLEMENTARY INFORMATION:...

  17. 78 FR 36016 - Pipeline Safety: Information Collection Activities

    Science.gov (United States)

    2013-06-14

    ... Pipeline and Hazardous Materials Safety Administration Pipeline Safety: Information Collection Activities... information collection activity; (5) description of affected public; (6) estimate of total annual reporting... approval for each information collection activity. PHMSA requests comments on the following...

  18. 77 FR 15453 - Pipeline Safety: Information Collection Activities

    Science.gov (United States)

    2012-03-15

    ... Pipeline and Hazardous Materials Safety Administration Pipeline Safety: Information Collection Activities...; (5) Abstract of the information collection activity; (6) Description of affected public; (7) Estimate... request a three- year term of approval for the information collection activity. PHMSA requests comments...

  19. 76 FR 81013 - Pipeline Safety: Information Collection Activities

    Science.gov (United States)

    2011-12-27

    ... Pipeline and Hazardous Materials Safety Administration Pipeline Safety: Information Collection Activities... request; (5) Abstract of the information collection activity; (6) Description of affected public; (7... request a three- year term of approval for the information collection activity. PHMSA requests comments...

  20. 49 CFR 195.248 - Cover over buried pipeline.

    Science.gov (United States)

    2010-10-01

    ... HAZARDOUS LIQUIDS BY PIPELINE Construction § 195.248 Cover over buried pipeline. (a) Unless specifically... (457) Any other area 30 (762) 18 (457) 1 Rock excavation is any excavation that requires blasting or...

  1. Diagnosing plant pipeline system performance using radiotracer techniques

    Energy Technology Data Exchange (ETDEWEB)

    Kasban, H.; Ali, Elsayed H.; Arafa, H. [Engineering Department, Nuclear Research Center, Atomic Energy Authority, Inshas (Egypt)

    2017-02-15

    This study presents an experimental work in a petrochemical company for scanning a buried pipeline using Tc{sup 99m} radiotracer based on the measured velocity changes, in order to determine the flow reduction along a pipeline. In this work, Tc{sup 99m} radiotracer was injected into the pipeline and monitored by sodium iodide scintillation detectors located at several positions along the pipeline. The flow velocity has been calculated between every two consecutive detectors along the pipeline. Practically, six experiments have been carried out using two different data acquisition systems, each of them being connected to four detectors. During the fifth experiment, a bypass was discovered between the scanned pipeline and another buried parallel pipeline connected after the injection point. The results indicate that the bypass had a bad effect on the volumetric flow rate in the scanned pipeline.

  2. 75 FR 38799 - ETC Tiger Pipeline, LLC; Notice of Application

    Science.gov (United States)

    2010-07-06

    ...] ETC Tiger Pipeline, LLC; Notice of Application June 25, 2010. Take notice that on June 15, 2010, ETC Tiger Pipeline, LLC (ETC Tiger), 711 Louisiana Street, Suite 900, Houston, Texas 77002, filed...

  3. QUANTITATIVE RISK MAPPING OF URBAN GAS PIPELINE NETWORKS USING GIS

    National Research Council Canada - National Science Library

    P. Azari; M. Karimi

    2017-01-01

    Natural gas is considered an important source of energy in the world. By increasing growth of urbanization, urban gas pipelines which transmit natural gas from transmission pipelines to consumers, will become a dense network...

  4. PetroChina Sees Gas Pipeline Profit in Four Years

    Institute of Scientific and Technical Information of China (English)

    Xiao Lu

    2002-01-01

    @@ Sebei-Xining- Lanzhou pipeline put into operation PetroChina, the nation's largest gas producer,recently said that the US$280-million gas pipeline in Northwest China would generate profits within four years.

  5. 78 FR 39721 - Constitution Pipeline Company, LLC; Notice of Application

    Science.gov (United States)

    2013-07-02

    ... Energy Regulatory Commission Constitution Pipeline Company, LLC; Notice of Application Take notice that on June 13, 2013, Constitution Pipeline Company, LLC (Constitution), having its principal place of...\\ Constitution further requests that the Commission grant Constitution a blanket certificate...

  6. Differential subsidence and its effect on subsurface infrastructure: predicting probability of pipeline failure (STOOP project)

    Science.gov (United States)

    de Bruijn, Renée; Dabekaussen, Willem; Hijma, Marc; Wiersma, Ane; Abspoel-Bukman, Linda; Boeije, Remco; Courage, Wim; van der Geest, Johan; Hamburg, Marc; Harmsma, Edwin; Helmholt, Kristian; van den Heuvel, Frank; Kruse, Henk; Langius, Erik; Lazovik, Elena

    2017-04-01

    Due to heterogeneity of the subsurface in the delta environment of the Netherlands, differential subsidence over short distances results in tension and subsequent wear of subsurface infrastructure, such as water and gas pipelines. Due to uncertainties in the build-up of the subsurface, however, it is unknown where this problem is the most prominent. This is a problem for asset managers deciding when a pipeline needs replacement: damaged pipelines endanger security of supply and pose a significant threat to safety, yet premature replacement raises needless expenses. In both cases, costs - financial or other - are high. Therefore, an interdisciplinary research team of geotechnicians, geologists and Big Data engineers from research institutes TNO, Deltares and SkyGeo developed a stochastic model to predict differential subsidence and the probability of consequent pipeline failure on a (sub-)street level. In this project pipeline data from company databases is combined with a stochastic geological model and information on (historical) groundwater levels and overburden material. Probability of pipeline failure is modelled by a coupling with a subsidence model and two separate models on pipeline behaviour under stress, using a probabilistic approach. The total length of pipelines (approx. 200.000 km operational in the Netherlands) and the complexity of the model chain that is needed to calculate a chance of failure, results in large computational challenges, as it requires massive evaluation of possible scenarios to reach the required level of confidence. To cope with this, a scalable computational infrastructure has been developed, composing a model workflow in which components have a heterogeneous technological basis. Three pilot areas covering an urban, a rural and a mixed environment, characterised by different groundwater-management strategies and different overburden histories, are used to evaluate the differences in subsidence and uncertainties that come with

  7. 18 CFR 2.67 - Calculation of taxes for property of pipeline companies constructed or acquired after January 1...

    Science.gov (United States)

    2010-04-01

    ... 18 Conservation of Power and Water Resources 1 2010-04-01 2010-04-01 false Calculation of taxes for property of pipeline companies constructed or acquired after January 1, 1970. 2.67 Section 2.67 Conservation of Power and Water Resources FEDERAL ENERGY REGULATORY COMMISSION, DEPARTMENT OF ENERGY...

  8. Potential migration of organic pollutants in pipes of polyethylene. Study in pipelines of distribution net of drinkable water; Migracion potential de contaminantes organicos en tubos de polietileno. Estudio en tuberias de red de distribuciond e agua potable

    Energy Technology Data Exchange (ETDEWEB)

    Ballel, X.; Ciurana de, C.; Caixach, J.; Cortina, M.; Om, M.

    2002-07-01

    Polyethylene pipes and connections are being widely used in treated water distribution services. Migration of low molecular weight compounds from the polyethylene into the water can change its final quality. This paper is about the concentrations and identification of the migration compounds found in treated water after staying in contact with low and high-density polyethylene. Identification and quantification were carried out using CLSA (Closed Loop Stripping Analysis) extraction technique and gas chromatography coupled to mass spectrometry (HRGC/HRMS). (Author) 12 refs.

  9. Innovative Electromagnetic Sensors for Pipeline Crawlers

    Energy Technology Data Exchange (ETDEWEB)

    J. Bruce Nestleroth

    2006-05-04

    Internal inspection of pipelines is an important tool for ensuring safe and reliable delivery of fossil energy products. Current inspection systems that are propelled through the pipeline by the product flow cannot be used to inspect all pipelines because of the various physical barriers they encounter. Recent development efforts include a new generation of powered inspection platforms that crawl slowly inside a pipeline and are able to maneuver past the physical barriers that can limit inspection. At Battelle, innovative electromagnetic sensors are being designed and tested for these new pipeline crawlers. The various sensor types can be used to assess a wide range of pipeline anomalies including corrosion, mechanical damage, and cracks. Battelle is in the final year on a projected three-year development effort. In the first year, two innovative electromagnetic inspection technologies were designed and tested. Both were based on moving high-strength permanent magnets to generate inspection energy. One system involved translating permanent magnets towards the pipe. A pulse of electric current would be induced in the pipe to oppose the magnetization according to Lenz's Law. The decay of this pulse would indicate the presence of defects in the pipe wall. This inspection method is similar to pulsed eddy current inspection methods, with the fundamental difference being the manner in which the current is generated. Details of this development effort were reported in the first semiannual report on this project. The second inspection methodology is based on rotating permanent magnets. The rotating exciter unit produces strong eddy currents in the pipe wall. At distances of a pipe diameter or more from the rotating exciter, the currents flow circumferentially. These circumferential currents are deflected by pipeline defects such as corrosion and axially aligned cracks. Simple sensors are used to detect the change in current densities in the pipe wall. The second

  10. Distributed acoustic sensing for pipeline monitoring

    Energy Technology Data Exchange (ETDEWEB)

    Hill, David; McEwen-King, Magnus [OptaSense, QinetiQ Ltd., London (United Kingdom)

    2009-07-01

    Optical fibre is deployed widely across the oil and gas industry. As well as being deployed regularly to provide high bandwidth telecommunications and infrastructure for SCADA it is increasingly being used to sense pressure, temperature and strain along buried pipelines, on subsea pipelines and downhole. In this paper we present results from the latest sensing capability using standard optical fibre to detect acoustic signals along the entire length of a pipeline. In Distributed Acoustic Sensing (DAS) an optical fibre is used for both sensing and telemetry. In this paper we present results from the OptaSense{sup TM} system which has been used to detect third party intervention (TPI) along buried pipelines. In a typical deployment the system is connected to an existing standard single-mode fibre, up to 50km in length, and was used to independently listen to the acoustic / seismic activity at every 10 meter interval. We will show that through the use of advanced array processing of the independent, simultaneously sampled channels it is possible to detect and locate activity within the vicinity of the pipeline and through sophisticated acoustic signal processing to obtain the acoustic signature to classify the type of activity. By combining spare fibre capacity in existing buried fibre optic cables; processing and display techniques commonly found in sonar; and state-of-the-art in fibre-optic distributed acoustic sensing, we will describe the new monitoring capabilities that are available to the pipeline operator. Without the expense of retrofitting sensors to the pipeline, this technology can provide a high performance, rapidly deployable and cost effective method of providing gapless and persistent monitoring of a pipeline. We will show how this approach can be used to detect, classify and locate activity such as; third party interference (including activity indicative of illegal hot tapping); real time tracking of pigs; and leak detection. We will also show how an

  11. Current Status and Prospects of Oil and Gas Pipelines in China

    Institute of Scientific and Technical Information of China (English)

    Pu Ming

    2010-01-01

    @@ By the end of 2009,the total length of existing oil and gas pipelines in China had reached 75×103 km.The pipelines include 38×103 km of gas pipelines,20×103km of crude oil pipelines and 17×103 km of oil product pipelines,framing a trans-regional pipeline network for the oil and gas delivery.

  12. 77 FR 46155 - Pipeline Safety: Information Collection Activities

    Science.gov (United States)

    2012-08-02

    ... Administration [Docket No. PHMSA-2012-0094] Pipeline Safety: Information Collection Activities AGENCY: Pipeline...) Current expiration date; (4) Type of request; (5) Abstract of the information collection activity; (6... activity. PHMSA requests comments on the following information collections: 1. Title: Pipeline...

  13. Optical fiber sensing technology in the pipeline industry

    Energy Technology Data Exchange (ETDEWEB)

    Braga, A.M.B.; Llerena, R.W.A. [Pontificia Univ. Catolica do Rio de Janeiro, RJ (Brazil). Dept. de Engenharia Mecanica]. E-mail: abraga@mec.puc-rio.br; roberan@mec.puc-rio.br; Valente, L.C.G.; Regazzi, R.D. [Gavea Sensors, Rio de Janeiro, RJ (Brazil)]. E-mail: guedes@gaveasensors.com; regazzi@gaveasensors.com

    2003-07-01

    This paper is concerned with applications of optical fiber sensors to pipeline monitoring. The basic principles of optical fiber sensors are briefly reviewed, with particular attention to fiber Bragg grating technology. Different potential applications in the pipeline industry are discussed, and an example of a pipeline strain monitoring system based on optical fiber Bragg grating sensors is presented. (author)

  14. 77 FR 34458 - Pipeline Safety: Requests for Special Permit

    Science.gov (United States)

    2012-06-11

    ..., Alaska. The pipeline is intended to transport natural gas from the oil and gas producers on the Alaskan... received from Norgasco, Inc., and BreitBurn Energy Company LP, two natural gas pipeline operators, seeking... permits from two natural gas pipeline operators, Norgasco, Inc., (``NI''), and BreitBurn Energy Company...

  15. 49 CFR 192.627 - Tapping pipelines under pressure.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 3 2010-10-01 2010-10-01 false Tapping pipelines under pressure. 192.627 Section 192.627 Transportation Other Regulations Relating to Transportation (Continued) PIPELINE AND HAZARDOUS... under pressure. Each tap made on a pipeline under pressure must be performed by a crew qualified to make...

  16. Flexibility, savings chief returns of new pipeline system

    Energy Technology Data Exchange (ETDEWEB)

    Broadbent, G.E.; Williams, T. (Pipelines Authority of South Australia, Glenside (AU))

    1990-04-30

    This paper reports on the development of an optimization system for operation of a gas-pipeline network. The system employs a steady-state model to predict pipeline compressor configurations and setpoints. The system allowed greater accuracy in operations of the pipeline network even when subject to highly transient flows. This article provides a detailed description of the system.

  17. Pipeline contribution to the Middle East oil trades

    Energy Technology Data Exchange (ETDEWEB)

    Khoja, B.A.

    1979-02-01

    The pipelines that physically exist in the Middle East are described. There are 7 pipelines in the Middle East that end in Mediterranean terminals with a total present capacity of 235 million tons annually. Three of the pipelines are out of service, three are being utilized only partially, and one is operating at full capacity. (MCW)

  18. 49 CFR 192.755 - Protecting cast-iron pipelines.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 3 2010-10-01 2010-10-01 false Protecting cast-iron pipelines. 192.755 Section... NATURAL AND OTHER GAS BY PIPELINE: MINIMUM FEDERAL SAFETY STANDARDS Maintenance § 192.755 Protecting cast-iron pipelines. When an operator has knowledge that the support for a segment of a buried...

  19. 76 FR 68828 - Pipeline Safety: Emergency Responder Forum

    Science.gov (United States)

    2011-11-07

    ... Administration [Docket ID PHMSA-2011-0295] Pipeline Safety: Emergency Responder Forum AGENCY: Pipeline and Hazardous Materials Safety Administration (PHMSA), DOT. ACTION: Notice of Forum. SUMMARY: PHMSA is co-sponsoring a one-day Emergency Responder Forum with the National Association of Pipeline Safety...

  20. Overview of the design, construction, and operation of interstate liquid petroleum pipelines.

    Energy Technology Data Exchange (ETDEWEB)

    Pharris, T. C.; Kolpa, R. L.

    2008-01-31

    The U.S. liquid petroleum pipeline industry is large, diverse, and vital to the nation's economy. Comprised of approximately 200,000 miles of pipe in all fifty states, liquid petroleum pipelines carried more than 40 million barrels per day, or 4 trillion barrel-miles, of crude oil and refined products during 2001. That represents about 17% of all freight transported in the United States, yet the cost of doing so amounted to only 2% of the nation's freight bill. Approximately 66% of domestic petroleum transport (by ton-mile) occurs by pipeline, with marine movements accounting for 28% and rail and truck transport making up the balance. In 2004, the movement of crude petroleum by domestic federally regulated pipelines amounted to 599.6 billion tonmiles, while that of petroleum products amounted to 315.9 billion ton-miles (AOPL 2006). As an illustration of the low cost of pipeline transportation, the cost to move a barrel of gasoline from Houston, Texas, to New York Harbor is only 3 cents per gallon, which is a small fraction of the cost of gasoline to consumers. Pipelines may be small or large, up to 48 inches in diameter. Nearly all of the mainline pipe is buried, but other pipeline components such as pump stations are above ground. Some lines are as short as a mile, while others may extend 1,000 miles or more. Some are very simple, connecting a single source to a single destination, while others are very complex, having many sources, destinations, and interconnections. Many pipelines cross one or more state boundaries (interstate), while some are located within a single state (intrastate), and still others operate on the Outer Continental Shelf and may or may not extend into one or more states. U.S. pipelines are located in coastal plains, deserts, Arctic tundra, mountains, and more than a mile beneath the water's surface of the Gulf of Mexico (Rabinow 2004; AOPL 2006). The network of crude oil pipelines in the United States is extensive. There are