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Sample records for piping solucion estructural

  1. Structural solution to the problem of differential settlement of the Venta de Carpio surface piping; Solucion estructural al problema de hundimientos diferenciales en las tuberias superficiales de Venta de Carpio

    Energy Technology Data Exchange (ETDEWEB)

    Vilar R, J Ivan; Espejel V, Eduardo; Melchor G, Nicolas; Alanis V, Armandina; Munoz B, Celso J; Avendano P, Lorenzo; Alvarado G, Alonso [Instituto de Investigaciones Electricas, Cuernavaca, Morelos (Mexico)

    2004-07-01

    The Venta de Carpio Terminal (TVC) is located in the municipality of Acolman, State of Mexico, with geographical coordinates 19 37' of Northern latitude, 98 58' Western longitude and an altitude of 2,283 m over the mean sea level. This terminal is one of the points of greater importance in the system of fuels transport and gas distribution so much as of PEMEX Gas y Petroquimica Basica (PGPB) as of PEMEX Refinacion (PR). The zone where the TVC is located presents a regional collapse due to the extraction of the subsoil water, which can cause damages to this terminal piping systems. As a solution to this problem it is proposed a process of re-lay the foundations of the supports for the mentioned piping systems. [Spanish] La Terminal Venta de Carpio (TVC) se localiza en el municipio de Acolman, Estado de Mexico, con coordenadas geograficas 19 37' de latitud Norte, 98 58' longitud Oeste y una altura de 2,283 m sobre el nivel medio del mar. Esta terminal es uno de los puntos de mayor importancia en el sistema de transporte y distribucion de energeticos tanto de Pemex Gas y Petroquimica Basica (PGPB) como de Pemex Refinacion (PR). La zona donde se ubica la TVC presenta un hundimiento regional debido a la extraccion del agua del subsuelo, lo que puede ocasionar danos a las tuberias de esta terminal. Como solucion a este problema se propone un proceso de recimentacion de los soportes para las tuberias mencionadas.

  2. Structural solution to the problem of differential settlement of the Venta de Carpio surface piping; Solucion estructural al problema de hundimientos diferenciales en las tuberias superficiales de Venta de Carpio

    Energy Technology Data Exchange (ETDEWEB)

    Vilar R, J. Ivan; Espejel V, Eduardo; Melchor G, Nicolas; Alanis V, Armandina; Munoz B, Celso J; Avendano P, Lorenzo; Alvarado G, Alonso [Instituto de Investigaciones Electricas, Cuernavaca, Morelos (Mexico)

    2004-07-01

    The Venta de Carpio Terminal (TVC) is located in the municipality of Acolman, State of Mexico, with geographical coordinates 19 37' of Northern latitude, 98 58' Western longitude and an altitude of 2,283 m over the mean sea level. This terminal is one of the points of greater importance in the system of fuels transport and gas distribution so much as of PEMEX Gas y Petroquimica Basica (PGPB) as of PEMEX Refinacion (PR). The zone where the TVC is located presents a regional collapse due to the extraction of the subsoil water, which can cause damages to this terminal piping systems. As a solution to this problem it is proposed a process of re-lay the foundations of the supports for the mentioned piping systems. [Spanish] La Terminal Venta de Carpio (TVC) se localiza en el municipio de Acolman, Estado de Mexico, con coordenadas geograficas 19 37' de latitud Norte, 98 58' longitud Oeste y una altura de 2,283 m sobre el nivel medio del mar. Esta terminal es uno de los puntos de mayor importancia en el sistema de transporte y distribucion de energeticos tanto de Pemex Gas y Petroquimica Basica (PGPB) como de Pemex Refinacion (PR). La zona donde se ubica la TVC presenta un hundimiento regional debido a la extraccion del agua del subsuelo, lo que puede ocasionar danos a las tuberias de esta terminal. Como solucion a este problema se propone un proceso de recimentacion de los soportes para las tuberias mencionadas.

  3. soluciones

    Directory of Open Access Journals (Sweden)

    CAMILO OCHOA RIVERA

    2007-01-01

    Full Text Available Las confrontaciones derivadas del reparto y usos del agua, cada vez más comunes, han motivado en los últimos años un creciente interés por la aplicación de herramientas y técnicas de análisis a casos de conflicto hídrico. En esa dirección avanza el presente artículo, resultado de un estudio de dos hidrosistemas localizados en la cuenca del río Turia de la provincia de Valencia (España, región semiárida en la que el agua representa un bien de gran valor. En el artículo se analiza el impacto que tiene la transformación espacial e hidráulica de un distrito de riego sobre la producción energética de una minicentral, cuando el agua para ambos sistemas se deriva de una misma fuente. La metodología aplicada, que se basa en estimaciones de producción energética y beneficio económico, conduce a varias soluciones factibles para la explotación conjunta de los hidrosistemas en conflicto.

  4. Acristalamiento estructural

    Directory of Open Access Journals (Sweden)

    Berasategui, Luis

    1992-02-01

    Full Text Available The use of structural silicone for façade glazing has been gradually growing over the last 15 years. Its use has given rise to a characteristic aesthetics in building conception and image. This article explains the construction methods and properties of this material. — Types of Structural Glazing on two and four sides. — Setting the dimensions of the joint: bearing capacity, thickness, sealing for double glazing. — Properties of structural silicones: mechanic, adhesive, corroding, for conservation, application, hygrothermal and fireproof. — Properties of the sealing silicones where they are added to the formerly mentioned ones: the deformation absorption and high service temperatures. Finally, the importance of control and testing necessity in the installation is emphasised as well as the cooperation among specialists and technicians which should lead to a successful realization of the project.

    Desde hace 15 años, se viene generalizando cada vez más el uso de la silicona estructural para el acristalamiento de fachadas. Su empleo ha dado lugar a una estética característica en la concepción del edificio y su imagen. Se exponen en este artículo procedimientos constructivos y propiedades relacionadas con este material: — Tipos de Acristalamiento Estructural a dos y a cuatro lados. — Determinación de las dimensiones de la junta: cargas admisibles, espesor, sellado para doble acristalamiento. — Propiedades de las siliconas estructurales: mecánicas, adhesivas, corrosivas, de conservación, aplicación, higrotérmicas e ignífugas. — Propiedades de las siliconas de sellado, en donde se añaden a las anteriores: la absorción de deformaciones y el alto rango de temperaturas de servicio. Por último, se hace hincapié en la necesidad y normativa en relación al control y ensayos para su instalación; así como a la interrelación entre técnicos y especialistas para llevar el proyecto a buen término.

  5. Violencia estructural de género

    OpenAIRE

    Munévar Munévar, Dora Inés; Mena Ortiz, Luz Zareth

    2010-01-01

    La violencia hacia las mujeres, niñas, niños y jóvenes es una realidad innegable en toda sociedad. Exige acciones para promover cambios ideológicos y culturales impostergables dado su carácter estructural anclado en las relaciones de poder subyacentes en las desigualdades de género. Dichas desigualdades han sido identificadas, denunciadas y difundidas por las feministas dentro y fuera de la academia, lo mismo que por los movimientos de mujeres que buscan soluciones e impulsan luchas para su e...

  6. VIOLENCIA ESTRUCTURAL DE GÉNERO

    OpenAIRE

    Dora Inés Munévar Munévar; Luz Zareth Mena Ortiz

    2009-01-01

    La violencia hacia las mujeres, niñas, niños y jóvenes es una realidad innegable en toda sociedad. Exige acciones para promover cambios ideológicos y culturales impostergables dado su carácter estructural anclado en las relaciones de poder subyacentes en las desigualdades de género. Dichas desigualdades han sido identificadas, denunciadas y difundidas por las feministas dentro y fuera de la academia, lo mismo que por los movimientos de mujeres que buscan soluciones e impulsan luchas para su e...

  7. VIOLENCIA ESTRUCTURAL DE GÉNERO

    Directory of Open Access Journals (Sweden)

    Dora Inés Munévar Munévar

    2009-10-01

    Full Text Available La violencia hacia las mujeres, niñas, niños y jóvenes es una realidad innegable en toda sociedad. Exige acciones para promover cambios ideológicos y culturales impostergables dado su carácter estructural anclado en las relaciones de poder subyacentes en las desigualdades de género. Dichas desigualdades han sido identificadas, denunciadas y difundidas por las feministas dentro y fuera de la academia, lo mismo que por los movimientos de mujeres que buscan soluciones e impulsan luchas para su erradicación ante los organismos internacionales y los Estados.

  8. Solucions PLC obertes

    OpenAIRE

    López Llauradó, Oriol

    2006-01-01

    Treball que, després de revisar el concepte de PLC i d'exposar la necessitat de solucions obertes, defineix el concepte de PLC obert, basat en programari lliure i presenta alguns projectes interessants de PLC obert. Trabajo que, después de revisar el concepto de PLC y de exponer la necesidad de soluciones abiertas, define el concepto de PLC abierto, basado en el software libre y presenta algunos proyectos interesantes de PLC abierto. Study that, after looking at the concept of PLC and s...

  9. VIOLENCIA ESTRUCTURAL DE GÉNERO Structural violence of gender

    OpenAIRE

    Dora Inés Munévar-Munévar; Luz Zareth Mena-Ortiz

    2009-01-01

    La violencia hacia las mujeres, niñas, niños y jóvenes es una realidad innegable en toda sociedad. Exige acciones para promover cambios ideológicos y culturales impostergables dado su carácter estructural anclado en las relaciones de poder subyacentes en las desigualdades de género. Dichas desigualdades han sido identificadas, denunciadas y difundidas por las feministas dentro y fuera de la Academia, lo mismo que por los movimientos de mujeres que buscan soluciones e impulsan luchas para su e...

  10. Geologia estructural, aprendizaje. discusion

    OpenAIRE

    Camargo, Guillermo Arturo

    2012-01-01

    La práctica profesional y docente permite establecer algunas de las principales dificultadesde aprendizaje que presentan los estudiantes en el área de Geología Estructural de la carrera deGeología, muchas de las cuales son comunes a todas las ramas de esta ciencia. Aquellas de primerorden y de carácter más general son: el paso de la noción al concepto y de lo abstracto a lo concreto,ambos reflejados en la dificultad para resolver problemas y comprender fenómenos directamente enel campo. Dific...

  11. Construcciones normalizadas. Sistema estructural de madera para viviendas uni y bifamiliares

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    Novaro Bocco, Ricardo

    1992-04-01

    Full Text Available A technological contribution for the construction normalization. By means of a systematic for the architectural design and the use of wood as an structural element, it is been obtained a constructive system which allows the incorporation of the materials which the market offers by elements and components. The main traits of the constructive system are the possibilities of reversing the order of two of the traditional constructive process, first by putting into effect the cover (up-down and the interior surround (Inside-outside. The structural element of wood is combined with metallic pieces which improve it's resistance work and optimizes the constructive process. The advantage obtained in this process by using wood are: — Design and constructive element standardized, normalized and modulated. — Simple constructive techniques with less construction time. — Formal solutions and flexible materials, adaptable to each region. — Optimum output of materials and labour. — Improve the relation Quality-Price. The article developed shows the results obtained in the investment and performance carried out by the Technological Department of the Investment Center of Envlronment and Development.

    Un aporte tecnológico para la normalización de la construcción. Mediante una sistemática del diseño arquitectónico y el uso de la madera como elemento estructural, se ha obtenido un sistema constructivo que permite la incorporación de los materiales que ofrece el mercado por elemento y por componentes. Las principales características del sistema constructivo son el invertir el orden de dos de los procesos constructivos tradicionales, realizando primero la cubierta (arriba-abajo y la envolvente interior (dentro-fuera. El elemento estructural de madera está combinado con piezas metálicas que mejoran su trabajo resistente y optimizan el proceso constructivo. Las ventajas obtenidas por este procedimiento con la utilización de la

  12. DISTRIBUCIÓN URBANA DE MERCANCÍAS: DESCRIPCIÓN Y CLASIFICACIÓN DE SOLUCIONES EXISTENTES E IMPLEMENTACIÓN DE DOS SOLUCIONES NOVEDOSAS

    Directory of Open Access Journals (Sweden)

    Guillem Sanz

    2013-01-01

    Full Text Available En este trabajo se describen y clasifican las soluciones existentes para la distribución urbana de mercancías (DUM y se proponen dos soluciones novedosas aplicables a la DUM. La descripción de las soluciones proviene de una extensa revisión de la literatura existente. La clasificación de las soluciones existentes es fruto del análisis realizado por los autores, gracias al cual se propone una nueva clasificación en 6 categorías distintas. En cuanto a las soluciones novedosas, se describen y se analiza su utilidad mediante dos pruebas piloto en España en establecimientos de las enseñas Eroski, Caprabo y Mercadona. A lo largo de las pruebas piloto queda patente que dichas dos soluciones pueden ser de gran utilidad para el sector de la DUM.

  13. Pipe support

    International Nuclear Information System (INIS)

    Pollono, L.P.

    1979-01-01

    A pipe support for high temperature, thin-walled piping runs such as those used in nuclear systems is described. A section of the pipe to be suppported is encircled by a tubular inner member comprised of two walls with an annular space therebetween. Compacted load-bearing thermal insulation is encapsulated within the annular space, and the inner member is clamped to the pipe by a constant clamping force split-ring clamp. The clamp may be connected to pipe hangers which provide desired support for the pipe

  14. Pipe damping

    International Nuclear Information System (INIS)

    Ware, A.G.

    1985-01-01

    Studies are being conducted at the Idaho National Engineering Laboratory to determine whether an increase in the damping values used in seismic structural analyses of nuclear piping systems is justified. Increasing the allowable damping would allow fewer piping supports which could lead to safer, more reliable, and less costly piping systems. Test data from availble literature were examined to determine the important parameters contributing to piping system damping, and each was investigated in separate-effects tests. From the combined results a world pipe damping data bank was established and multiple regression analyses performed to assess the relative contributions of the various parameters. The program is being extended to determine damping applicable to higher frequency (33 to 100 Hz) fluid-induced loadings. The goals of the program are to establish a methodology for predicting piping system damping and to recommend revised guidelines for the damping values to be included in analyses

  15. Comunicación de masas y violencia estructural

    OpenAIRE

    Penalva-Verdú, Clemente; La Parra-Casado, Daniel

    2008-01-01

    Este trabajo conecta dos dimensiones de la violencia que están presentes en los estudios sobre Investigación para la Paz. A partir de la conocida clasificación de Galtung, en este ensayo abordamos dos tipos de violencia: la estructural (exclusión, desigualdad) y la cultural (o legitimación de la violencia). Del cruce entre tres ámbitos de exclusión comunicativa y los tres modelos que abordan la desigualdad en la comunicación, se obtienen las líneas de investigación que se proponen para el est...

  16. Comunicación de masas y violencia estructural

    OpenAIRE

    Clemente Penalva; Daniel La Parra

    2008-01-01

    Este trabajo conecta dos dimensiones de la violencia que están presentes en los estudios sobre Investigación para la Paz. A partir de la conocida clasificación de Galtung, en este ensayo abordamos dos tipos de violencia: la estructural (exclusión, desigualdad) y la cultural (o legitimación de la violencia). Del cruce entre tres ámbitos de exclusión comunicativa y los tres modelos que abordan la desigualdad en la comunicación, se obtienen las líneas de investigación que se proponen para el ...

  17. Pipe damping

    International Nuclear Information System (INIS)

    Ware, A.G.; Arendts, J.G.

    1984-01-01

    A program has been developed to assess the available piping damping data, to generate additional data and conduct seperate effects tests, and to establish a plan for reporting and storing future test results into a data bank. This effort is providing some of the basis for developing higher allowable damping values for piping seismic analyses, which will potentially permit removal of a considerable number of piping supports, particularly snubbers. This in turn will lead to more flexible piping systems which will be less susceptible to thermal cracking, will be easier to maintain and inspect, as well as less costly

  18. Heat pipe

    International Nuclear Information System (INIS)

    Triggs, G.W.; Lightowlers, R.J.; Robinson, D.; Rice, G.

    1986-01-01

    A heat pipe for use in stabilising a specimen container for irradiation of specimens at substantially constant temperature within a liquid metal cooled fast reactor, comprises an evaporator section, a condenser section, an adiabatic section therebetween, and a gas reservoir, and contains a vapourisable substance such as sodium. The heat pipe further includes a three layer wick structure comprising an outer relatively fine mesh layer, a coarse intermediate layer and a fine mesh inner layer for promoting unimpeded return of condensate to the evaporation section of the heat pipe while enhancing heat transfer with the heat pipe wall and reducing entrainment of the condensate by the upwardly rising vapour. (author)

  19. Pipe connector

    International Nuclear Information System (INIS)

    Sullivan, T.E.; Pardini, J.A.

    1978-01-01

    A safety test facility for testing sodium-cooled nuclear reactor components includes a reactor vessel and a heat exchanger submerged in sodium in the tank. The reactor vessel and heat exchanger are connected by an expansion/deflection pipe coupling comprising a pair of coaxially and slidably engaged tubular elements having radially enlarged opposed end portions of which at least a part is of spherical contour adapted to engage conical sockets in the ends of pipes leading out of the reactor vessel and in to the heat exchanger. A spring surrounding the pipe coupling urges the end portions apart and into engagement with the spherical sockets. Since the pipe coupling is submerged in liquid a limited amount of leakage of sodium from the pipe can be tolerated

  20. Estudio de soluciones para la estabilización de un área afectada por dolinas en Alcalá de Ebro (Zaragoza):Estudio estructural

    OpenAIRE

    ZORÍO RAMÍREZ, VÍCTOR

    2017-01-01

    [EN] This Final Degree Project involves the development of the search and application of a technical solution to stabilize a section of the Camino de la Estación street in Alcalá de Ebro (Zaragoza), where since the last 10 years, a series of subsidences and collapse sinkholes are taking place around the protection speck of the river Ebro from time to time. This study includes the geological and geotechnical analysis of the area as well as a series of possible solutions for facing this patholo...

  1. Soluciones solitónicas axialsimétricas en relatividad general

    Directory of Open Access Journals (Sweden)

    Vladimir S. Manko

    2001-01-01

    Full Text Available Se revisan las soluciones solitónicas axialsimétricas obtenidas por técnicas de generación de soluciones exactas de las ecuaciones no lineales dentro del marco de la Relatividad General.

  2. Heat pipes

    CERN Document Server

    Dunn, Peter D

    1994-01-01

    It is approximately 10 years since the Third Edition of Heat Pipes was published and the text is now established as the standard work on the subject. This new edition has been extensively updated, with revisions to most chapters. The introduction of new working fluids and extended life test data have been taken into account in chapter 3. A number of new types of heat pipes have become popular, and others have proved less effective. This is reflected in the contents of chapter 5. Heat pipes are employed in a wide range of applications, including electronics cooling, diecasting and injection mo

  3. Modelo estructural para evaluar las competencias del desarrollador de software

    Directory of Open Access Journals (Sweden)

    José Luis Cantú-Mata

    2014-01-01

    Full Text Available Cada vez son más las empresas que recurren a la contratación de proveedores de servicios para realizar actividades “No centrales” en la organización. El propósito del estudio es desarrollar y validar un modelo estructural para evaluar las competencias del desarrollador de software. La evaluación fue realizada mediante la calidad del servicio proporcionado desde la perspectiva de la empresa cliente, cuyos resultados son de 32 empresas que contrataron el servicio de Outsourcing de software. Se utilizó el software SMART–PLS para realizar el análisis estadístico obteniendo una R 2 : de 0.836 y 0.641 para las variables Preparación empleado–empresa (Y 1 y Personal competente actualizado (Y 2 , respectivamente.

  4. IPM Pipe

    Science.gov (United States)

    Submit A Report View Reports List [+] View Reports Map [+] CDM Alert System Sign Up For Alerts User Login Annual Epidemic Histories Annual Season Summaries Contact Us ipmPIPE User Login Web Administrator Login

  5. Pipe grabber

    Energy Technology Data Exchange (ETDEWEB)

    Sharafutdinov, I.G.; Mubashirov, S.G.; Prokopov, O.I.

    1981-05-15

    A pipe grabber is suggested which contains a housing, clamping elements and centering mechanism with drive installed on the lower end of the housing. In order to improve the reliable operation of the pipe grabber, the centering mechanism is made in the form of a reinforced ringed flexible shaft, while the drive is made in the form of elastic rotating discs. In this case the direction of rotation of the discs and the flexible shaft is the opposite.

  6. Heat Pipes

    Science.gov (United States)

    1990-01-01

    Bobs Candies, Inc. produces some 24 million pounds of candy a year, much of it 'Christmas candy.' To meet Christmas demand, it must produce year-round. Thousands of cases of candy must be stored a good part of the year in two huge warehouses. The candy is very sensitive to temperature. The warehouses must be maintained at temperatures of 78-80 degrees Fahrenheit with relative humidities of 38- 42 percent. Such precise climate control of enormous buildings can be very expensive. In 1985, energy costs for the single warehouse ran to more than 57,000 for the year. NASA and the Florida Solar Energy Center (FSEC) were adapting heat pipe technology to control humidity in building environments. The heat pipes handle the jobs of precooling and reheating without using energy. The company contacted a FSEC systems engineer and from that contact eventually emerged a cooperative test project to install a heat pipe system at Bobs' warehouses, operate it for a period of time to determine accurately the cost benefits, and gather data applicable to development of future heat pipe systems. Installation was completed in mid-1987 and data collection is still in progress. In 1989, total energy cost for two warehouses, with the heat pipes complementing the air conditioning system was 28,706, and that figures out to a cost reduction.

  7. Compactones, soluciones de ecuaciones no lineales con estructura tipo esferas duras

    Directory of Open Access Journals (Sweden)

    Máximo Agüero Granados

    2001-01-01

    Full Text Available Se estudian ciertas soluciones de ecuaciones no lineales que modelan procesos físicos, que tienen semejanzas con estructuras coherentes del tipo de esferas duras, modelo de partículas muy usado en varias ramas de la física. Estas soluciones compactas (gotas, kinks, etcétera. interactúan entre sí sólo a cortas distancias, porque no poseen colas infinitas como los solitones clásicos.

  8. Confianza institucional y violencia estructural en Nogales, Sonora

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    Carlos Germán Palafox Moyers

    2017-01-01

    Full Text Available En México, la violencia se ha incrementado exponencialmente en los últimos años; representa un constructo social con elementos multifactoriales y multicausales que, para erradicarse se deben contener y controlar con medidas de prevención y participación ciudadana. El objetivo de este artículo es determinar la influencia de la acción colectiva y la cooperación y también la cohesión e inclusión social sobre la confianza institucional, y a su vez sobre la violencia estructural generada por el proceso de inmigración y deportación en Nogales, Sonora. Para contrastar las hipótesis formuladas se aplicó un instrumento estadístico a una muestra aleatoria-estratificada en las colonias más violentas de esta ciudad fronteriza. Los resultados demostraron que la confianza y solidaridad de los habitantes es mayor hacia las instituciones públicas: gobierno local, central e instancias policiacas; en cambio, no confían tanto en las instituciones educativas (profesores y de seguridad social (enfermeras y médicos. Sin embargo, a partir de un análisis de medias aritméticas, con muestras separadas por rango de edad, se demostró que en todas las categorías de edad se confiaba más en las enfermeras y médicos y los profesores. También, se puso de manifiesto que tanto hombres como mujeres confían más en los trabajadores de la salud y la educación.

  9. La crisis estructural del capitalismo y sus repercusiones

    Directory of Open Access Journals (Sweden)

    Francisco Luiz Corsi

    2010-01-01

    Full Text Available El presente artículo analiza la crisis estructural del capitalismo provocada por el estallido de la burbuja especulativa inmobiliaria en EEUU en 2007 y sus repercusiones. El presente fenómeno es el desenlace de una serie de procesos desencadenados en respuesta a la crisis de sobreacumulación del capital de los años setenta que generó, por un lado, las condiciones para el dominio del capital financiero y, por otro lado, una nueva frontera de acumulación del capital en el Este asiático, sobre todo en China. La crisis cuestiona la centralidad de la economía norteamericana, lo que no significa necesariamente el desplazamiento del centro hegemónico del capitalismo hacia Asia. Lo que aquí defendemos, es la idea de que nos dirigimos hacia un mundo multipolar. This article analyzes the structural crisis of capitalism that began when the speculative home mortgage bubble burst in the United States in 2007, and the repercussions of that phenomenon. The current crisis is the outcome of a series of processes unleashed as a result of the crisis of overaccumulation of capital in the 1970s, which generated, on the one hand, the conditions for financial capital’s dominance and, on the other, a new frontier for the accumulation of capital in East Asia, especially in China. The crisis calls into question the centrality of the North American economy, but that does not necessarily mean the shift of capitalism’s hegemonic center to Asia. Here we will argue that we are headed toward a multipolar world.

  10. Heat pipes

    CERN Document Server

    Dunn, Peter D

    1982-01-01

    A comprehensive, up-to-date coverage of the theory, design and manufacture of heat pipes and their applications. This latest edition has been thoroughly revised, up-dated and expanded to give an in-depth coverage of the new developments in the field. Significant new material has been added to all the chapters and the applications section has been totally rewritten to ensure that topical and important applications are appropriately emphasised. The bibliography has been considerably enlarged to incorporate much valuable new information. Thus readers of the previous edition, which has established

  11. Estudio estructural de membranas cyclopore de microfiltración

    Directory of Open Access Journals (Sweden)

    Calvo, J. I.

    2000-08-01

    Full Text Available Atomic Force Microscopy (AFM, a recently developed technique, has proved to be a specially useful tool to characterise different types of material surfaces. In this work, we have used AFM to achieve a complete surface characterisation of several microfiltration membranes. These membranes are obtained by the track-etching method and, consequently, they are very suitable as test membranes, as having a very simple porous structure. For these membranes, several interesting structural parameters have been studied, as: porosity, pore size distributions and surface roughness of the membrane samples. All these parameters, conveniently analysed, have been compared with results obtained from other complementary characterisation techniques, to assure the realiability and validity of the obtained results. Important information on the membrane samples structure has been obtained. In that sense has been determined a clear asymmetry between both membrane sides, asymmetry that can be attributed to the manufacture process itself.

    La Microscopía de Fuerza Atómica (AFM, de reciente desarrollo, se ha revelado como una técnica especialmente valiosa en la caracterización de todo tipo de superficies y materiales. En este trabajo se ha utilizado dicha técnica en la caracterización superficial de diversos filtros de microfiltración, obtenidos por el método de revelado de trazas nucleares, y en consecuencia, especialmente útiles como membranas test, debido a su simple estructura. Para estas membranas se han estudiado diversos parámetros de interés estructural, como son la porosidad, la distribución de tamaños de poro y la rugosidad superficial de las mismas. Todos estos parámetros han sido convenientemente analizados y sus resultados comparados con los obtenidos por otras técnicas de caracterización complementarias, a fin de asegurar su validez y fiabilidad. Se ha obtenido información importante sobre la estructura de dichas membranas

  12. PATOLOGÍAS, CAUSAS Y SOLUCIONES DEL CONCRETO ARQUITECTÓNICO EN MEDELLÍN PATHOLOGIES, CAUSES AND SOLUTIONS OF ARCHITECTURE CONCRETE IN MEDELLÍN

    Directory of Open Access Journals (Sweden)

    Tatiana Figueroa

    2008-12-01

    Full Text Available En este artículo se presentan los principales resultados de una investigación que abordó el aspecto constructivo del concreto arquitectónico y cuyo producto final fue un manual de construcción con ese material aplicable para la ciudad de Medellín (Colombia. El concreto arquitectónico es aquel que cumple simultáneamente con los requisitos de estabilidad estructural y de acabado definitivo. El estudio empezó por definir los defectos existentes, la forma de medirlos y sus tolerancias. Mediante un análisis estadístico se determinaron los defectos más comunes en las superficies de concreto en Medellín, para los cuales se plantearon las posibles causas y a partir del análisis de éstas se propusieron soluciones generales enfocadas en los materiales, equipos y procesos constructivos. También se presentaron soluciones particulares para cada defecto. Con esta investigación se avanza en el desarrollo de una norma regional que permita la estandarización de los procesos empleados en la construcción del concreto arquitectónicoThis paper discusses the most important results of a research focused on the construction process of architectonical concrete, presenting as a final result a handbook with recommendations on how to build architectonical concrete elements in the city of Medellin (Colombia. Architectonical concrete is a construction material which is able to supply both structural stability and definitive finishing. The research started by the definition of existing defects as well as their measuring techniques and tolerances. A statistical study was made in order to determine the most common defects on concrete surfaces in Medellin city. Possible causes of the most common defects were determined and, as a result of the analysis of each cause, general and particular solutions were given. General solutions focused on materials, equipment and the building process whereas particular solutions were given to each defect. Finally, the results

  13. ¿EXISTE CAMBIO ESTRUCTURAL EN PRESENCIA DE CRECIMIENTO EXÓGENO?

    OpenAIRE

    Raffo, Leonardo

    2005-01-01

    En este artículo se propone un modelo de crecimiento exógeno de tres sectores basado en una estructura sencilla de equilibrio general que replica los patrones de cambio estructural por los que han atravesado muchos países. El modelo demuestra que en el caso de economías relativamente cerradas, sin sectores dinámicos y en las que buena parte de la población no ahorra por sus bajos niveles de ingreso, el cambio estructural puede ser explicado por la acumulación de capital per cápita suponiendo ...

  14. Identificación de prestaciones en nuevas aplicaciones de vidrio estructural

    OpenAIRE

    Abascal Capilla, Alba

    2016-01-01

    El presente Trabajo Fin de Grado consiste en la identificación de las prestaciones que se deben cumplir de cara al diseño de los elementos de vidrio estructural para aplicaciones actuales, novedosas e innovadoras. Para la identificación de las prestaciones se comienza por una evaluación del estado actual del vidrio; posteriormente se hace una selección de obras innovadoras en aplicaciones existentes con vidrio estructural (fachadas, cubiertas, barandillas, suelos, escaleras, pilares y viga...

  15. Efecto de la urea sobre la viscosidad de soluciones acuosas de aminoácidos

    Directory of Open Access Journals (Sweden)

    Carmen María Romero

    2010-07-01

    Full Text Available Se midió a 25.0° la viscosidad de soluciones de glicina, dl-alanina, norvalina, dlvalina, norleucina y 1-leucina usando como solventes soluciones acuosas de urea 0.5 y 2.0 M. Los valores obtenidos para los coeficientes B de viscosidad muestran que aún a bajas concentraciones la urea ejerce un efecto disruptor sobre la estructura del agua y sugieren que a- aminoácidos con más de 4 carbonos en el grupo apolar pueden presentar efectos de doblez de cadena por interacciones hidrofóbicas.

  16. Estudio de existencia de soluciones por elementos finitos de un problema del tipo de capa limite

    OpenAIRE

    Toro, Jose

    1988-01-01

    Se estudia la existencia de soluciones a las ecuaciones algebraicas asociadas a la discretización de un problema modelo similar a las ecuaciones de capa límite. El problema modelo retiene la forma de las no linealidades de la capa limite pero ignora la ecuación de continuidad. De este análisis se siguen criterios que permiten determinar la influencia de parámetros como viscosidad, norma de la velocidad, e incremento en la dirección de avance sobre la existencia de las soluciones algebraicas. ...

  17. Soluciones analiticas AL problema de jets con velocidad de eyeccion variable EN EL tiempo.

    Science.gov (United States)

    Canto, J.; Raga, A. C.; D'Alessio, P.

    1998-11-01

    Se presenta un nuevo metodo que permite resolver de manera exacta y analitica las ecuaciones que describen un jet hipersonico con velocidad de eyeccion variable en el tiempo. El metodo se basa en consideraciones sencillas de conservacion de momento para las superficies de trabajo que se forman en el interior del jet. Como ejemplo, se presentan soluciones para jets con variacion sinusoidal en la velocidad de eyeccion, y tambien para el caso de un incremento lineal en el tiempo. Estas soluciones analiticas tienen una clara aplicacion en la interpretacion de las observaciones de jets asociados a objetos Herbig-Haro.

  18. Fundamentals of piping design

    CERN Document Server

    Smith, Peter

    2013-01-01

    Written for the piping engineer and designer in the field, this two-part series helps to fill a void in piping literature,since the Rip Weaver books of the '90s were taken out of print at the advent of the Computer Aid Design(CAD) era. Technology may have changed, however the fundamentals of piping rules still apply in the digitalrepresentation of process piping systems. The Fundamentals of Piping Design is an introduction to the designof piping systems, various processes and the layout of pipe work connecting the major items of equipment forthe new hire, the engineering student and the vetera

  19. Insulated pipe clamp design

    International Nuclear Information System (INIS)

    Anderson, M.J.; Hyde, L.L.; Wagner, S.E.; Severud, L.K.

    1980-01-01

    Thin wall large diameter piping for breeder reactor plants can be subjected to significant thermal shocks during reactor scrams and other upset events. On the Fast Flux Test Facility, the addition of thick clamps directly on the piping was undesired because the differential metal temperatures between the pipe wall and the clamp could have significantly reduced the pipe thermal fatigue life cycle capabilities. Accordingly, an insulated pipe clamp design concept was developed. 5 refs

  20. Insulated pipe clamp design

    International Nuclear Information System (INIS)

    Anderson, M.J.; Hyde, L.L.; Wagner, S.E.; Severud, L.K.

    1980-01-01

    Thin wall large diameter piping for breeder reactor plants can be subjected to significant thermal shocks during reactor scrams and other upset events. On the Fast Flux Test Facility, the addition of thick clamps directly on the piping was undesired because the differential metal temperatures between the pipe wall and the clamp could have significantly reduced the pipe thermal fatigue life cycle capabilities. Accordingly, an insulated pipe clamp design concept was developed. The design considerations and methods along with the development tests are presented. Special considerations to guard against adverse cracking of the insulation material, to maintain the clamp-pipe stiffness desired during a seismic event, to minimize clamp restraint on the pipe during normal pipe heatup, and to resist clamp rotation or spinning on the pipe are emphasized

  1. Elemento estructural mixto de hormigón y madera. Análisis estructural y criterios de diseño

    OpenAIRE

    Martínez Juan, Bernardo

    2016-01-01

    El interés por las estructuras mixtas de hormigón y madera está plenamente justificado por su aplicación técnica en rehabilitación de forjados antiguos de madera, en nuevos forjados o en cualquier otra tipología estructural al amparo, entre otros, de criterios ambientales y de sostenibilidad, al ser la madera un material de menor coste energético que los clásicos hormigón o acero. En éste tipo de estructuras la conexión entre materiales es la que hace posible el trabajo conjunto de todos ello...

  2. HPFRCC - Extruded Pipes

    DEFF Research Database (Denmark)

    Stang, Henrik; Pedersen, Carsten

    1996-01-01

    The present paper gives an overview of the research onHigh Performance Fiber Reinforced Cementitious Composite -- HPFRCC --pipes recently carried out at Department of Structural Engineering, Technical University of Denmark. The project combines material development, processing technique development......-w$ relationship is presented. Structural development involved definition of a new type of semi-flexiblecement based pipe, i.e. a cement based pipe characterized by the fact that the soil-pipe interaction related to pipe deformation is an importantcontribution to the in-situ load carrying capacity of the pipe...

  3. Pipe drafting and design

    CERN Document Server

    Parisher, Roy A; Parisher

    2000-01-01

    Pipe designers and drafters provide thousands of piping drawings used in the layout of industrial and other facilities. The layouts must comply with safety codes, government standards, client specifications, budget, and start-up date. Pipe Drafting and Design, Second Edition provides step-by-step instructions to walk pipe designers and drafters and students in Engineering Design Graphics and Engineering Technology through the creation of piping arrangement and isometric drawings using symbols for fittings, flanges, valves, and mechanical equipment. The book is appropriate primarily for pipe

  4. Control de bacteriemia nosocomial pediátrica mediante un programa de cultivo de soluciones parenterales en uso

    OpenAIRE

    Muñoz Juan M.; Macías Alejandro E.; Guerrero Francisco J.; Hernández Isabel; Medina Humberto; Vargas Enrique

    1999-01-01

    OBJETIVO. Dado que Klebsiella, Enterobacter y Serratia se multiplican en soluciones parenterales y son responsables de una elevada proporción de bacteriemias en los hospitales de México, se propone una estrategia de control mediante la vigilancia microbiológica de las soluciones en uso. MATERIAL Y MÉTODOS. Hospital de enseñanza de segundo nivel con 193 camas. Atiende principalmente pacientes de escasos recursos. En 1992 se inició la vigilancia de la esterilidad de las soluciones parenterales ...

  5. Aprendizaje en la producción de capital, crecimiento acelerado y cambio estructural

    Directory of Open Access Journals (Sweden)

    Ortiz Carlos Humberto

    2008-08-01

    Full Text Available Con base en un modelo bisectorial de crecimiento endógeno (Rebelo
    1991, en el cual se produce un bien de consumo y un bien de capital, en este artículo se analiza el efecto de suponer aprendizaje en la práctica en el sector productor del bien de capital. El modelo modificado reproduce dos patrones del desarrollo económico de largo plazo: crecimiento acelerado y cambio estructural.

  6. Pipe-to-pipe impact program

    International Nuclear Information System (INIS)

    Alzheimer, J.M.; Bampton, M.C.C.; Friley, J.R.; Simonen, F.A.

    1984-06-01

    This report documents the tests and analyses performed as part of the Pipe-to-Pipe Impact (PTPI) Program at the Pacific Northwest Laboratory. This work was performed to assist the NRC in making licensing decisions regarding pipe-to-pipe impact events following postulated breaks in high energy fluid system piping. The report scope encompasses work conducted from the program's start through the completion of the initial hot oil tests. The test equipment, procedures, and results are described, as are analytic studies of failure potential and data correlation. Because the PTPI Program is only partially completed, the total significance of the current test results cannot yet be accurately assessed. Therefore, although trends in the data are discussed, final conclusions and recommendations will be possible only after the completion of the program, which is scheduled to end in FY 1984

  7. Solar heating pipe

    Energy Technology Data Exchange (ETDEWEB)

    Hinson-Rider, G.

    1977-10-04

    A fluid carrying pipe is described having an integral transparent portion formed into a longitudinally extending cylindrical lens that focuses solar heat rays to a focal axis within the volume of the pipe. The pipe on the side opposite the lens has a heat ray absorbent coating for absorbing heat from light rays that pass through the focal axis.

  8. Proyecto estructural de edificio industrial de 1500m2 destinado a uso logístico, situado en el poligono L'Espartal (Jijona)

    OpenAIRE

    ESTEVE GIL, ALFONSO

    2016-01-01

    [ES] En este trabajo, el alumno realizará el proyecto estructural de una nave industrial sencilla, con tipología estructural a dos aguas, situada en un polígono industrial. Esteve Gil, A. (2016). Proyecto estructural de edificio industrial de 1500m2 destinado a uso logístico, situado en el poligono L'Espartal (Jijona). http://hdl.handle.net/10251/69514. TFGM

  9. Conservación de soluciones de referencia de ácido úrico

    Directory of Open Access Journals (Sweden)

    María Victoria Licea Tornes

    1997-08-01

    Full Text Available Se estudiaron diferentes agentes preservantes para seleccionar el que proporcionara a las soluciones de referencia de ácido úrico un mayor tiempo de vida útil. Se investigó la estabilidad de las soluciones en un rango de concentración de 2 a 10 mg/dL (199-595 Fmol/L, manteniéndolas en diferentes condiciones de almacenamiento: 2-8 EC, temperatura ambiente y 37 EC. Los mejores resultados se observaron al emplear timerosal como preservo, ya que el coeficiente de correlación obtenido mediante un análisis de regresión lineal fue mayor que 0,9980 en el transcurso de 1 año para las soluciones almacenadas de 2 a 8 E C.Different preservative agents were studied in order to select the one which may provide a greater time of useful life to reference solutions of uric acid. Stability of solutions in a rank of concentrations from 2 to 10 mg/dL (199-595F mol/L was investigated keeping them under different conditions of storage: 2-8 EC, room temperature and 37 EC. The best results were observed when using thimerosal as a preservative agent since the correlation coeficient obtained by the analysis of linear regression was found to be higher than 0.9980 during 1 year for the solutions stored at 2-8 EC.

  10. Soluciones utilitarias de compromiso en problemas multi-objetivo con informacion parcial

    Directory of Open Access Journals (Sweden)

    Hinojosa, M. A.

    2009-01-01

    Full Text Available En este trabajo se analizan problemas de optimización multi-objetivo en situaciones en que las preferencias del agente decisor pueden representarse por funciones aditivas y solo se dispone de información parcial sobre los pesos de importancia de los objetivos. Este análisis puede interpretarse también en términos de decisión en grupo, cuando distintos agentes proporcionan pesos distintos para los objetivos, y a partir de ahí hay que llegar a un consenso sobre la solución a elegir. En este contexto de información parcial se introduce una clase de soluciones que pueden considerarse un compromiso entre las soluciones del tipo maximin y las soluciones utilitarias. También se analizan algunas de sus principales propiedades. ABSTRACT We analyze multiple objective optimization problems in situations in which the preferences of the decision maker can be represented by additive functions and only partial information about the importance of the objectives is available. This analysis can also be interpreted in terms of group decision-making when different agents provide different weights for the objectives, and a consensus about the solution to choose has to be reached. In this context of partial information we introduce a class of solutions that can be considered as a compromise between the solutions based on a maxmin criterion and the utilitarian solutions. We also analyze some of their main properties.

  11. Sobre la termodinámica de las soluciones electrolíticas

    Directory of Open Access Journals (Sweden)

    Wilmar Osorio Viana

    2007-01-01

    Full Text Available Se presentan los elementos teóricos básicos de la fisicoquímica de las soluciones electrolíticas, buscando una conexión entre los aspectos moleculares característicos y el desarrollo de modelos termodinámicos semiempíricos apropiados para el cálculo de propiedades. Se presenta una visión general del desarrollo histórico de modelos para soluciones electrolíticas y se adoptan los modelos de Debye-Hückel y NRTL-E para describir cualitativa y cuantitativamente, mediante experimentación virtual, el desempeño de sistemas binarios solvente-electrólito inorgánico. Se aborda el problema de las soluciones multielectrolíticas, describiendo las características fundamentales del modelo del enfoque unificado, el cual se acopla al modelo NRTL-E, permitiendo generalizar el tratamiento sin la inclusión de parámetros empíricos adicionales y con interesantes aportes al entendimiento teórico.

  12. Drill pipe bridge plug

    International Nuclear Information System (INIS)

    Winslow, D.W.; Brisco, D.P.

    1991-01-01

    This patent describes a method of stopping flow of fluid up through a pipe bore of a pipe string in a well. It comprises: lowering a bridge plug apparatus on a work string into the pipe string to a position where the pipe bore is to be closed; communicating the pipe bore below a packer of the bridge plug apparatus through the bridge plug apparatus with a low pressure zone above the packer to permit the fluid to flow up through the bridge plug apparatus; engaging the bridge plug apparatus with an internal upset of the pipe string; while the fluid is flowing up through the bridge plug apparatus, pulling upward on the work string and the bridge plug apparatus and thereby sealing the packer against the pipe bore; isolating the pipe bore below the packer from the low pressure zone above the packer and thereby stopping flow of the fluid up through the pipe bore; disconnecting the work string from the bridge plug apparatus; and maintaining the bridge plug apparatus in engagement with the internal upset and sealed against the pipe bore due to an upward pressure differential applied to the bridge plug apparatus by the fluid contained therebelow

  13. Miniature Heat Pipes

    Science.gov (United States)

    1997-01-01

    Small Business Innovation Research contracts from Goddard Space Flight Center to Thermacore Inc. have fostered the company work on devices tagged "heat pipes" for space application. To control the extreme temperature ranges in space, heat pipes are important to spacecraft. The problem was to maintain an 8-watt central processing unit (CPU) at less than 90 C in a notebook computer using no power, with very little space available and without using forced convection. Thermacore's answer was in the design of a powder metal wick that transfers CPU heat from a tightly confined spot to an area near available air flow. The heat pipe technology permits a notebook computer to be operated in any position without loss of performance. Miniature heat pipe technology has successfully been applied, such as in Pentium Processor notebook computers. The company expects its heat pipes to accommodate desktop computers as well. Cellular phones, camcorders, and other hand-held electronics are forsible applications for heat pipes.

  14. The Quasi-Linear Solution of Vertical Infiltration; La solucion cuasi-lineal de la infiltracion vertical

    Energy Technology Data Exchange (ETDEWEB)

    Fuentes, Carlos [Instituto Mexicano de Tecnologia del Agua, Jiutepec, Morelos (Mexico); Parlangue, Jean-Yves [Departamento de Agricultura e Ingenieria Biologica (United States); Haverkamp, Randel; Vauclin, Michael [Laboratorio de Estudio de las Transferencias en Hidrologia y Medio ambiente (France)

    2001-12-01

    The exact solution of the one-dimensional vertical infiltration equation is deducted, when the hydraulic diffusivity is considered constant and the hydraulic conductivity is a combination of both a linear and quadratic functions of the soil water content. This quasi-linear solution includes as particular cases, both the classical solution known as linear soil and the Knight solution. The cumulative infiltrated water as a function of time provided by the quasi-linear solution has been compared with the cumulative infiltrated water obtained from the numerical solution of the Richards equation on three different soils of contrasting hydrodynamic properties. The good agreement between the two solutions has shown that the quasi-linear solution can be used on soils where the accepted hypothesis, on hydraulic diffusivity and hydraulic conductivity, for its deduction is not satisfied. [Spanish] Se deduce la solucion exacta de la ecuacion de la infiltracion unidimensional vertical cuando la difusividad hidraulica es considerada constante y la conductividad hidraulica es una combinacion de una funcion lineal y una cuadratica del contenido volumetrico de agua. Esta solucion cuasi-lineal de la infiltracion contiene, como casos particulares, la solucion clasica conocida como suelo lineal y la solucion de Knight. La lamina infiltrada acumulada en funcion del tiempo proporcionada por la solucion cuasi-lineal se ha comparado con la lamina infiltrada proporcionada por la solucion numerica de la ecuacion de Richards en tres suelos de propiedades hidrodinamicas contrastantes. El buen acuerdo entre las laminas infiltradas ha mostrado que la solucion cuasi-lineal puede utilizarse en suelos donde la difusividad y la conductividad hidraulicas no satisfacen los supuestos de la deduccion.

  15. Estudio exploratorio de los laminados de bambú Guadua angustifolia como material estructural

    OpenAIRE

    López,Luis Felipe; Correal,Juan Francisco

    2009-01-01

    Este artículo presenta los resultados de un estudio experimental, desarrollado en la Universidad de los Andes en Bogotá D.C., Colombia, acerca del potencial de los laminados de guadua (Guadua angustifolia Kunt) como material estructural. La influencia de la dirección de las fibras y de la ubicación de las láminas de guadua en las propiedades mecánicas es discutida en detalle. Los esfuerzos de diseño a compresión, tracción, corte y flexión de los laminados de guadua son comparados con los resp...

  16. Innovaciones de la instrucción de hormigón estructural "EHE"

    Directory of Open Access Journals (Sweden)

    Gómez Hermoso, J.

    1999-06-01

    Full Text Available This document make a general review of de new Structural Concrete Instruction "EHE". It describe the aspects that súpose a modification or a new contribution in relation to previous Reinforced Concrete and Prestressed Concrete Instructions.

    En el presente artículo se realiza un repaso general de la nueva Instrucción de Hormigón Estructural "EHE". Se describen los aspectos de la misma que suponen una modificación o una nueva aportación, respecto a las anteriores Instrucciones de Hormigón Armado y Hormigón Pretensado.

  17. Introduction to Heat Pipes

    Science.gov (United States)

    Ku, Jentung

    2015-01-01

    This is the presentation file for the short course Introduction to Heat Pipes, to be conducted at the 2015 Thermal Fluids and Analysis Workshop, August 3-7, 2015, Silver Spring, Maryland. NCTS 21070-15. Course Description: This course will present operating principles of the heat pipe with emphases on the underlying physical processes and requirements of pressure and energy balance. Performance characterizations and design considerations of the heat pipe will be highlighted. Guidelines for thermal engineers in the selection of heat pipes as part of the spacecraft thermal control system, testing methodology, and analytical modeling will also be discussed.

  18. Riser pipe elevator

    Energy Technology Data Exchange (ETDEWEB)

    Bennett, W.; Jimenez, A.F.

    1987-09-08

    This patent describes a method for storing and retrieving a riser pipe, comprising the steps of: providing an upright annular magazine comprised of an inside annular wall and an outside annular wall, the magazine having an open top; storing the riser pipe in a substantially vertically oriented position within the annular magazine; and moving the riser pipe upwardly through the open top of the annular magazine at an angle to the vertical along at least a portion of the length of the riser pipe.

  19. Piping engineering and operation

    International Nuclear Information System (INIS)

    1993-01-01

    The conference 'Piping Engineering and Operation' was organized by the Institution of Mechanical Engineers in November/December 1993 to follow on from similar successful events of 1985 and 1989, which were attended by representatives from all sectors of the piping industry. Development of engineering and operation of piping systems in all aspects, including non-metallic materials, are highlighted. The range of issues covered represents a balance between current practices and implementation of future international standards. Twenty papers are printed. Two, which are concerned with pressurized pipes or steam lines in the nuclear industry, are indexed separately. (Author)

  20. Piping equipment; Materiel petrole

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-07-01

    This 'blue bible' of the perfect piping-man appeals to end-users of industrial facilities of the petroleum and chemical industries (purchase services, standardization, new works, maintenance) but also to pipe-makers and hollow-ware makers. It describes the characteristics of materials (carbon steels, stainless steels, alloyed steels, special alloys) and the dimensions of pipe elements: pipes, welding fittings, flanges, sealing products, forged steel fittings, forged steel valves, cast steel valves, ASTM standards, industrial valves. (J.S.)

  1. Capital humano, relacional y estructural en la actividad innovadora de las pequeñas y medianas empresas

    Directory of Open Access Journals (Sweden)

    Jorge Antonio Rangel Magdaleno

    2017-07-01

    Full Text Available Este estudio empírico busca medir la influencia que ejercen el capital humano, relacional y estructural en la actividad innovadora de estas empresas del Estado de Aguascalientes, México. El capital humano, relacional y estructural, como componentes del capital intelectual, han sido considerados como factores elementales para el desempeño innovador de las PYMES. Aunado a esto, al establecer a la innovación como una acción constante en su desempeño, las sitúa en destacados niveles de competitividad. De esta forma, el presente artículo procura demostrar la influencia del capital humano, relacional y estructural en la actividad innovadora de las PYMES de Aguascalientes.

  2. Plan empresa Publitis S.A.S: soluciones tecnológicas

    OpenAIRE

    Robledo Ceballos, Carlos Alberto; Rodríguez Velasco, Salvador

    2011-01-01

    RESUMEN: PubliTICs es una empresa de constitución privada creada bajo la reglamentación emitida para las Sociedades por Acciones Simplificadas, cuyo objeto principal es la prestación de servicios de Tecnologías de la Información y las Comunicaciones en el mercado de Colombia. PubliTICs S.A.S celebrará un contrato de Aliado Tecnológico y Comercial con las Empresas Municipales de Cali EMCALI EICE ESP, para prestar servicios de soluciones tecnológicas empresariales, aprovechando la infraestru...

  3. Soluciones de sustentables para una vivienda en Dique Luján

    OpenAIRE

    Afonso, Analía N.; Romanello, Laura Inés

    2015-01-01

    En el trabajo integrador final desarrollado en el marco de la Especialización en arquitectura y hábitat sustentable se buscó consolidar un proyecto de arquitectura que unifique los criterios de sustentabilidad estudiados. Consistió en la evaluación de un proyecto realizado mediante estudios de carácter bioclimático y verificando la aplicación de estrategias de sustentabilidad. La elaboración de las soluciones de sustentabilidad para aplicar en la vivienda no solo se consideró los re...

  4. Síntesis de hidrogeles de acrilamida en soluciones acuosas de etanol

    Directory of Open Access Journals (Sweden)

    Luis Guillermo de Jesús García Sánchez

    2014-12-01

    Full Text Available En el presente trabajo se realizó la polimerización de acrilamida en soluciones acuosas de etanol, variando la composición del etanol en la solución; obteniéndose tanto nanogeles como macrogeles. Se determinó la capacidad de absorber agua de los macrogeles; obteniéndose materiales que tienen una capacidad de absorber desde 40 y hasta 90 gramos de agua por gramo de xerogel y el tamaño de partícula de los nanogeles fueron desde 71 nm y hasta 463 nm.

  5. Transients in pipes

    International Nuclear Information System (INIS)

    Marchesin, D.; Paes-Leme, P.J.S.; Sampaio, R.

    1981-01-01

    The motion of a fluid in a pipe is commonly modeled utilizing the one space dimension conservation laws of mass and momentum. The development of shocks and spikes utilizing the uniform sampling method is studied. The effects of temperature variations and friction are compared for gas pipes. (Author) [pt

  6. These Pipes Are "Happening"

    Science.gov (United States)

    Skophammer, Karen

    2010-01-01

    The author is blessed with having the water pipes for the school system in her office. In this article, the author describes how the breaking of the pipes had led to a very worthwhile art experience for her students. They practiced contour and shaded drawing techniques, reviewed patterns and color theory, and used their reasoning skills--all while…

  7. Piping research program plan

    International Nuclear Information System (INIS)

    1988-09-01

    This document presents the piping research program plan for the Structural and Seismic Engineering Branch and the Materials Engineering Branch of the Division of Engineering, Office of Nuclear Regulatory Research. The plan describes the research to be performed in the areas of piping design criteria, environmentally assisted cracking, pipe fracture, and leak detection and leak rate estimation. The piping research program addresses the regulatory issues regarding piping design and piping integrity facing the NRC today and in the foreseeable future. The plan discusses the regulatory issues and needs for the research, the objectives, key aspects, and schedule for each research project, or group of projects focussing of a specific topic, and, finally, the integration of the research areas into the regulatory process is described. The plan presents a snap-shot of the piping research program as it exists today. However, the program plan will change as the regulatory issues and needs change. Consequently, this document will be revised on a bi-annual basis to reflect the changes in the piping research program. (author)

  8. Oscillating heat pipes

    CERN Document Server

    Ma, Hongbin

    2015-01-01

    This book presents the fundamental fluid flow and heat transfer principles occurring in oscillating heat pipes and also provides updated developments and recent innovations in research and applications of heat pipes. Starting with fundamental presentation of heat pipes, the focus is on oscillating motions and its heat transfer enhancement in a two-phase heat transfer system. The book covers thermodynamic analysis, interfacial phenomenon, thin film evaporation,  theoretical models of oscillating motion and heat transfer of single phase and two-phase flows, primary  factors affecting oscillating motions and heat transfer,  neutron imaging study of oscillating motions in an oscillating heat pipes, and nanofluid’s effect on the heat transfer performance in oscillating heat pipes.  The importance of thermally-excited oscillating motion combined with phase change heat transfer to a wide variety of applications is emphasized. This book is an essential resource and learning tool for senior undergraduate, gradua...

  9. Precipitación de sulfuros a partir de soluciones carbonato-amoniacales

    Directory of Open Access Journals (Sweden)

    Neicis Capote-Flores

    2000-03-01

    Full Text Available Se estudia la etapa de precipitación de sulfuros mixtos de níquel y cobalto a partir de soluciones carbonato-amoniacales industriales utilizando como agente precipitante el hidrógeno sulfuro de amonio. El análisis termodinámico de las reacciones de precipitación e intercambio, permitió determinar los modelos matemáticos de dichos procesos que muestran la dependencia de la constante de equilibrio con la temperatura. Se determinó que en el desarrollo de las reacciones de precipitación de los sulfuros mixtos de níquel y cobalto a partir de las soluciones carbonato-amoniacales influyen los factores siguientes: temperatura, tiempo, recirculación de sulfuros y agitación. Se obtienen los modelos estadísticos matemáticos que caracterizan las reacciones de precipitación del cobalto y el níquel

  10. La menopausia, época de cambio: Soluciones desde la farmacia comunitaria

    Directory of Open Access Journals (Sweden)

    Pérez Benajas MA

    2010-03-01

    Full Text Available OBJETIVOS Conocer las preocupaciones de las usuarias de la farmacia en relación a la menopausia y elaborar una guía de dispensación aplicable en la farmacia comunitaria. MÉTODO Estudio descriptivo, transversal, cuantitativo realizado en 39 mujeres que referían tener preocupaciones sobre problemas asociados a menopausia, utilizando una encuesta personal. Posterior estudio de mercado de las soluciones aplicables a los mismos desde la oficina de farmacia. RESULTADOS Los problemas que más inquietaban fueron los sofocos y sudores nocturnos en un 60% de los casos, en segundo lugar el insomnio e irritabilidad en un 55% de los casos. La atrofia vaginal en un 40%. En nuestro país la legislación vigente permite la comercialización de plantas con fitoestrógenos como medicamento y como suplemento nutricional. Podemos encontrar en el Catálogo de Parafarmacia del Consejo General de Colegios de Farmacéuticos diferentes grupos que tratan síntomas menores de la menopausia a nivel genital. CONCLUSIONES La menopausia es a veces un problema mal entendido y poco consultado por las mujeres que al mismo tiempo demandan soluciones. Las acciones de educación sanitaria en una oficina de farmacia deben ser realizadas centrándose en las demandas de las pacientes.

  11. PROGRAMA DE CÓMPUTO PARA EL CÁLCULO DE SOLUCIONES NUTRITIVAS

    Directory of Open Access Journals (Sweden)

    L. Martínez-Corral

    2009-01-01

    Full Text Available Se desarrolló un programa de cómputo para la formulación de soluciones nutritivas basado en el método universal propuesto por Steiner. El sistema contiene un módulo de cálculo que permite configurar la fórmula según la relación entre aniones y cationes, la concentración iónica total y el pH deseado. La interfaz incluye el ajuste automático de los aportes de la composición química del agua de riego así como la gestión de una base de datos que permite diferentes combinaciones de fertilizantes y el acceso del usuario a la configuración de fuentes de nutrimentos según los tenga a su alcance. Con ello se incrementa la portabilidad del sistema y se facilita el cómputo de soluciones. Con base en los resultados, el sistema presenta mayor flexibilidad al eliminar los problemas asociados a los cálculos manuales y las restricciones a las que actualmente se encuentran sujetos los algoritmos y las hojas de cálculo tradicionales enfocadas a este fin. El programa de cómputo desarrollado se encuentra disponible en forma gratuita a la comunidad científica mediante solicitud al autor.

  12. Estabilidad estructural y erosión en suelos de uso agrícola de la Plana de Vic

    OpenAIRE

    Girbau Junyent, J.; Josa March, R.

    1989-01-01

    Se estudia la relaci6n entre erosibn y estabilidad estructural del horizonte Ap en una toposecuencia de suelos cultivados de Osona. Se evidencia la contribución del ca2+ a la estabilidad de estructura (método de Hénin) y en consecuencia, la disminucidn de perdidas por arroyada difusa.

  13. El atrio como estrategia estructural en nuevos rascacielos que renuncian a la verticalidad: casos de estudio

    Directory of Open Access Journals (Sweden)

    Cámara, M.

    2013-12-01

    Full Text Available In the last decade, a new type of high rise building has been emerging. They are leaning or undulating skyscrapers which become real architectural icons by defying the building logic that the preservation of the vertical line implies. The acceptance of this last aspect is making emerge several works of this kind signed by some of the most influential architectural firms in the world. But, do these new involve works new structural concepts or strategies that answer to their singular characters? Here, the structural solution of two examples is analyzed to identify those contributions with a structural/architectural nature that could became a base for the development of this type. The use of the atrium is recognized as one of them. An assessment based on models of its influence on the structural behavior of leaning towers is carried out.En la última década, ha venido emergiendo un nuevo tipo de edificio en altura. Se trata de rascacielos inclinados u ondulados que, desafiando toda la lógica edificatoria que supone la conservación de la verticalidad, se convierten en auténticos hitos e iconos arquitectónicos. El reconocimiento de este último aspecto está conduciendo a la emergencia de varias representaciones de este tipo respaldadas por algunos de los estudios de arquitectura más influyentes del panorama internacional. Pero, ¿vienen estas actuaciones acompañadas de nuevos conceptos o estrategias estructurales o de diseño que respondan a la singularidad que las caracteriza? Se analiza aquí la solución estructural de dos ejemplos para identificar aquellas aportaciones de carácter estructural/arquitectónico que apuntan a servir de base para el desarrollo del tipo. Reconociéndose la utilización del atrio como una de ellas, se lleva a cabo una evaluación basada en modelos de su influencia en el comportamiento estructural de torres inclinadas.

  14. Pipe drafting and design

    CERN Document Server

    Parisher, Roy A

    2011-01-01

    Pipe Drafting and Design, Third Edition provides step-by-step instructions to walk pipe designers, drafters, and students through the creation of piping arrangement and isometric drawings. It includes instructions for the proper drawing of symbols for fittings, flanges, valves, and mechanical equipment. More than 350 illustrations and photographs provide examples and visual instructions. A unique feature is the systematic arrangement of drawings that begins with the layout of the structural foundations of a facility and continues through to the development of a 3-D model. Advanced chapters

  15. Análisis estructural del sector turístico en Almería

    Directory of Open Access Journals (Sweden)

    José Ángel Aznar Sánchez

    2003-01-01

    Full Text Available En el presente trabajo se realiza un análisis estructural del sector turístico en Almería. Para ello, en primer lugar, se exponen las distintas etapas de su conformación histórica, resaltando su tardío surgimiento. Acontinuación, se estudian los distintos componentes de la oferta turística (naturaleza, básica y complementaria. Posteriormente, se analizan los aspectos cuantitativos y cualitativos de la demanda turística. Y finalmente, se apuntan las perspectivas y desafíos que pueden condicionar su futuro, así como las estrategias a seguir.

  16. Estado actual de la investigación sobre madera estructural en España

    Directory of Open Access Journals (Sweden)

    Esteban Herrero, Miguel

    2007-06-01

    Full Text Available This article intends to show the current state of the research about structural timber in Spain. An ample compilation of information from people and institutions has been carried out. Information received has been so extensive that a hard work of synthesis has been necesary in order to offer a general and objective vision of the subject.In a few years a new legislative and normative frame has been implanted in Spain, defi ned by the Law of Arrangement of the Construction, the Construction Technical Code and the European Construction Products Directive. In this frame some challenges for the sector arise from the construction and the timber. It is the fi rst time that structural timber is framed within a norm of forced fulfillment, which it supposes not only a challenge but the putting in value of all its potential like structural material.In this frame research necessities have been increased, as well as development and innovation, and it is demostrated by several research iniciatives started in our country, with a clear vocation to respond to the necessities arisen in the sector and to satisfy the raised requirements of security in the norm. In this work, using the compiled information, the research lines on structural timber at the moment in Spain are summarized, as well as their presence in means of national or international diffusion or their direct applications in the industry.Este artículo pretende dibujar un panorama sobre el estado actual de la investigación en torno a la madera estructural desarrollada actualmente en España. Se ha realizado una amplia recopilación de información entre personas e instituciones. La información recibida ha sido tan extensa que ha sido necesaria una difícil labor de síntesis para ofrecer una visión general y objetiva.En poco tiempo ha sido implantado en España un nuevo marco legislativo y normativo defi nido por la Ley de Ordenación de la Edifi cación, el Código Técnico de la Edificación y la

  17. Structural integrity assessment of a pressure container component. Design and service code implementation. Case studies; Evaluacion de la integridad estructural de un componente contenedor de presion. Aplicacion de los codigos para el disenio y servicio. Estudio de casos

    Energy Technology Data Exchange (ETDEWEB)

    Sanzi, H C [Universidad Tecnologica Nacional, Buenos Aires (Argentina)

    2006-07-01

    In the present work, the most important results of the local stresses occurred in the cracked pipes with a axial through-wall crack (outer), produced during operation of a Petrochemical Plant, using finite elements method, are presented. As requested, the component has been verified based 3D FE plastic analysis, under the postulated failure loading, assuring with this method a high degree of accuracy in the results. Codes used by Design and Service, as ASME Section VIII Div. 2 and API 579, have been used in the analysis. (author) [Spanish] La correcta evaluacion de la integridad estructural de componentes contenedores de presion y canierias requiere del conocimiento y la participacion de especialistas en 'Stress Analysis' y materiales e inspectores. En la actualidad, las tecnicas avanzadas de analisis, que incluyen un detallado 'Stress Analysis', a partir de la utilizacion del metodo de elementos finitos y la mecanica de Fractura, junto con el conocimiento del comportamiento de los materiales y la capacidad para detectar fisuras o discontinuidades - tales como los ensayos no destructivos y la emision acustica - permiten garantizar la seguridad de los componentes a lo largo de su vida util. En este camino los codigos de aplicacion, tanto en el disenio como en el servicio, son utilizados para llevar a cabo un estudio de integridad. En este trabajo se presenta un procedimiento de calculo para evaluar la integridad estructural de un componte contenedor de presion que posee una falla superficial no pasante, en donde se aplica el Codigo API 579, utilizando el metodo de elementos finitos y la mecanica de fractura. (autor)

  18. Heat pipe development

    Science.gov (United States)

    Bienart, W. B.

    1973-01-01

    The objective of this program was to investigate analytically and experimentally the performance of heat pipes with composite wicks--specifically, those having pedestal arteries and screwthread circumferential grooves. An analytical model was developed to describe the effects of screwthreads and screen secondary wicks on the transport capability of the artery. The model describes the hydrodynamics of the circumferential flow in triangular grooves with azimuthally varying capillary menisci and liquid cross-sections. Normalized results were obtained which give the influence of evaporator heat flux on the axial heat transport capability of the arterial wick. In order to evaluate the priming behavior of composite wicks under actual load conditions, an 'inverted' glass heat pipe was designed and constructed. The results obtained from the analysis and from the tests with the glass heat pipe were applied to the OAO-C Level 5 heat pipe, and an improved correlation between predicted and measured evaporator and transport performance were obtained.

  19. Patología estructural de las iglesias de Boyacá

    Directory of Open Access Journals (Sweden)

    Danixa Maribel López Cuevas, Óscar Javier Gutiérrez Junco

    2011-05-01

    Full Text Available Sinopsis del proyecto de  investigación desarrollado por  el  Grupo  de  Investigación  en Geomática  y Ambiente –GIGA–, de la Universidad Pedagógica y Tecnológica de Colombia, para estudiar la patología estructural que presenta un  conjunto de  iglesias de Boyacá, seleccionadas por su  importancia histórica y religiosa. La  investigación se  inició con el diseño de una metodología (Metodología para la evaluación patológica  de  construcciones  históricas  de  tiporeligioso  que  permite  identificar  los  antecedentes  históricos y estructurales, el sistema estructural, los materiales, las lesiones que se presentan y sus causas;todo  esto  con  el  fin  de  realizar  un  diagnóstico  delestado actual de las estructuras y de presentar algunasrecomendaciones  que  permitan  su  preservación.Finalmente  se  presenta  el  análisis  de  los  datosobtenidos y  las conclusiones de  la  investigación.

  20. Soluciones actuales al problema de la vivienda en Iberoamérica

    Directory of Open Access Journals (Sweden)

    Quintana Uranda, Leandro

    1984-06-01

    Full Text Available This work analyzes the magnitude and characteristics of the housing problem in Latin America and, particularly, in Venezuela, establishing the general guidelines which should characterize solutions in those countries. It describes housing Solutions that are being implemented: those completed, those that can be extended, parceling put and housing estates for the people, housing on slopes, houses which allow for growth, action in stable neighborhoods, credit facilities for the people, an analysis of personal construction or self-administration, programs for rural housing, criteria for urban redevelopment, solutions for emergencies, research into housing material, concluding with orientations towards the future. These reflections are fundamentally derived from experience accumulated by the author, who reached the position of Head of the maximum body of Vivienda Popular {Housing for the People: the «Instituto Nacional de la Vivienda» — INAVI {the National Institute of Housing in Venezuela in 1979 and 1980. It is appropriate to stress the importance which this work gives to the exchange of experience among different Latin American countries with the purpose of establishing typologies for programmes which may help to solve the habitation problem for their inhabitants.El trabajo presentado analiza la magnitud y características del problema habitacional en Iberoamérica y, especialmente, en Venezuela, estableciendo las directrices generales que deben caracterizar las soluciones en esos países. Describiendo soluciones habitacionales que se están implementando: completas, ampliables, parcelamientos y urbanizaciones populares, viviendas en pendiente, viviendas crecedoras, acciones en barrios estables, créditos populares, análisis de la autoconstrucción o autogestión, programas de vivienda rural, criterios de renovación urbana, soluciones para emergencias, la investigación en materia habitacional y concluyendo con orientaciones hacia el

  1. Simplified pipe gun

    International Nuclear Information System (INIS)

    Sorensen, H.; Nordskov, A.; Sass, B.; Visler, T.

    1987-01-01

    A simplified version of a deuterium pellet gun based on the pipe gun principle is described. The pipe gun is made from a continuous tube of stainless steel and gas is fed in from the muzzle end only. It is indicated that the pellet length is determined by the temperature gradient along the barrel right outside the freezing cell. Velocities of around 1000 m/s with a scatter of +- 2% are obtained with a propellant gas pressure of 40 bar

  2. Stuck pipe prediction

    KAUST Repository

    Alzahrani, Majed

    2016-03-10

    Disclosed are various embodiments for a prediction application to predict a stuck pipe. A linear regression model is generated from hook load readings at corresponding bit depths. A current hook load reading at a current bit depth is compared with a normal hook load reading from the linear regression model. A current hook load greater than a normal hook load for a given bit depth indicates the likelihood of a stuck pipe.

  3. Stuck pipe prediction

    KAUST Repository

    Alzahrani, Majed; Alsolami, Fawaz; Chikalov, Igor; Algharbi, Salem; Aboudi, Faisal; Khudiri, Musab

    2016-01-01

    Disclosed are various embodiments for a prediction application to predict a stuck pipe. A linear regression model is generated from hook load readings at corresponding bit depths. A current hook load reading at a current bit depth is compared with a normal hook load reading from the linear regression model. A current hook load greater than a normal hook load for a given bit depth indicates the likelihood of a stuck pipe.

  4. Heat pipe dynamic behavior

    Science.gov (United States)

    Issacci, F.; Roche, G. L.; Klein, D. B.; Catton, I.

    1988-01-01

    The vapor flow in a heat pipe was mathematically modeled and the equations governing the transient behavior of the core were solved numerically. The modeled vapor flow is transient, axisymmetric (or two-dimensional) compressible viscous flow in a closed chamber. The two methods of solution are described. The more promising method failed (a mixed Galerkin finite difference method) whereas a more common finite difference method was successful. Preliminary results are presented showing that multi-dimensional flows need to be treated. A model of the liquid phase of a high temperature heat pipe was developed. The model is intended to be coupled to a vapor phase model for the complete solution of the heat pipe problem. The mathematical equations are formulated consistent with physical processes while allowing a computationally efficient solution. The model simulates time dependent characteristics of concern to the liquid phase including input phase change, output heat fluxes, liquid temperatures, container temperatures, liquid velocities, and liquid pressure. Preliminary results were obtained for two heat pipe startup cases. The heat pipe studied used lithium as the working fluid and an annular wick configuration. Recommendations for implementation based on the results obtained are presented. Experimental studies were initiated using a rectangular heat pipe. Both twin beam laser holography and laser Doppler anemometry were investigated. Preliminary experiments were completed and results are reported.

  5. Replaceable liquid nitrogen piping

    International Nuclear Information System (INIS)

    Yasujima, Yasuo; Sato, Kiyoshi; Sato, Masataka; Hongo, Toshio

    1982-01-01

    This liquid nitrogen piping with total length of about 50 m was made and installed to supply the liquid nitrogen for heat insulating shield to three superconducting magnets for deflection and large super-conducting magnet for detection in the π-meson beam line used for high energy physics experiment in the National Laboratory for High Energy Physics. The points considered in the design and manufacture stages are reported. In order to minimize the consumption of liquid nitrogen during transport, vacuum heat insulation method was adopted. The construction period and cost were reduced by the standardization of the components, the improvement of welding works and the elimination of ineffective works. For simplifying the maintenance, spare parts are always prepared. The construction and the procedure of assembling of the liquid nitrogen piping are described. The piping is of double-walled construction, and its low temperature part was made of SUS 316L. The super-insulation by aluminum vacuum evaporation and active carbon were attached on the external surface of the internal pipe. The final leak test and the heating degassing were performed. The tests on evacuation, transport capacity and heat entry are reported. By making the internal pipe into smaller size, the piping may be more efficient. (Kako, I.)

  6. Optimización en el diseño estructural de pórticos para naves de grandes luces

    OpenAIRE

    Hernández Peñalver, María Dolores

    2016-01-01

    El diseño conceptual, análisis y dimensionamiento en detalle de una estructura son las fases contempladas en el diseño estructural, necesitándose de herramientas de cálculo avanzadas y criterios que necesitan de una correcta comprensión del mecanismo resistente estructural y de la normativa. Escuela de Ingeniería de Caminos y Minas Universidad Politécnica de Cartagena

  7. Heat-pipe Earth.

    Science.gov (United States)

    Moore, William B; Webb, A Alexander G

    2013-09-26

    The heat transport and lithospheric dynamics of early Earth are currently explained by plate tectonic and vertical tectonic models, but these do not offer a global synthesis consistent with the geologic record. Here we use numerical simulations and comparison with the geologic record to explore a heat-pipe model in which volcanism dominates surface heat transport. These simulations indicate that a cold and thick lithosphere developed as a result of frequent volcanic eruptions that advected surface materials downwards. Declining heat sources over time led to an abrupt transition to plate tectonics. Consistent with model predictions, the geologic record shows rapid volcanic resurfacing, contractional deformation, a low geothermal gradient across the bulk of the lithosphere and a rapid decrease in heat-pipe volcanism after initiation of plate tectonics. The heat-pipe Earth model therefore offers a coherent geodynamic framework in which to explore the evolution of our planet before the onset of plate tectonics.

  8. Pipe whip: a summary of the damage observed in BNL pipe-on-pipe impact tests

    International Nuclear Information System (INIS)

    Baum, M.R.

    1987-01-01

    This paper describes examples of the damage resulting from the impact of a whipping pipe on a nearby pressurised pipe. The work is a by-product of a study of the motion of a whipping pipe. The tests were conducted with small-diameter pipes mounted in rigid supports and hence the results are not directly applicable to large-scale plant applications where flexible support mountings are employed. The results illustrate the influence of whipping pipe energy, impact position and support type on the damage sustained by the target pipe. (author)

  9. Heat pipes and use of heat pipes in furnace exhaust

    Science.gov (United States)

    Polcyn, Adam D.

    2010-12-28

    An array of a plurality of heat pipe are mounted in spaced relationship to one another with the hot end of the heat pipes in a heated environment, e.g. the exhaust flue of a furnace, and the cold end outside the furnace. Heat conversion equipment is connected to the cold end of the heat pipes.

  10. PE 100 pipe systems

    CERN Document Server

    Brömstrup, Heiner

    2012-01-01

    English translation of the 3rd edition ""Rohrsysteme aus PE 100"". Because of the considerably increased performance, pipe and pipe systems made from 100 enlarge the range of applications in the sectors of gas and water supply, sewage disposal, industrial pipeline construction and in the reconstruction and redevelopment of defective pipelines (relining). This book applies in particular to engineers, technicians and foremen working in the fields of supply, disposal and industry. Subject matters of the book are all practice-relevant questions regarding the construction, operation and maintenance

  11. DISEÑO DE PAVIMENTOS RÍGIDOS MEDIANTE UN DIMENSIONADO ESTRUCTURAL APOYADO EN EL MÉTODO DE ELEMENTOS FINITOS

    Directory of Open Access Journals (Sweden)

    G. Pannillo

    2016-06-01

    Full Text Available Los métodos mecanicistas representan una excelente opción a la hora de realizar diseños de elementos estructurales debido, entre otras cosas, a la precisión con la que se pueden simular las condiciones de carga, las propiedades de los materiales y las condiciones de apoyo. Dependiendo de la naturaleza de la situación que se va a estudiar, la solución de los sistemas de ecuaciones que se generan de los modelos matemáticos del fenómeno suele ser compleja, siendo por ello los métodos numéricos de importancia vital para llegar a dichas soluciones. En esta investigación se propone el uso del método de elementos finitos para auxiliar el dimensionado estructural de los pavimentos rígidos, tomando como muestra un tramo de la red vial que forma parte del Sistema de Transporte Masivo de Barquisimeto, Transbar, C.A (Transbarca. Al obtener el dimensionado de la estructura de pavimento basado en la información de tránsito, condiciones del suelo de fundación y el tipo de concreto empleado para la losa, según el proyecto original, se determinó un espesor de carpeta rígida de magnitud similar al conseguido mediante la aplicación del método AASHTO 86. Esto permite que el método planteado en esta investigación sea validado al cotejarlo con el método más utilizado en Venezuela para diseño de pavimentos. Mechanistic Methods are an excellent option when designing Structural Elements, due, among other things, to the precision simulating load conditions, the properties of the materials and support conditions. Depending on the nature of the situation to study, solving systems of equations generated from mathematical models of the phenomenon is often complex, these is why Numerical Methods are vital to get to these solutions. This research proposes the use of Finite Element Method to help in the structural dimensioning of rigid pavements, taking as example a stretch of the road network that is part of the Mass Transit System of Barquisimeto

  12. Pipe-to-pipe impact tests

    Energy Technology Data Exchange (ETDEWEB)

    Bampton, M C.C.; Alzheimer, J M; Friley, J R; Simonen, F A

    1985-11-01

    Existing licensing criteria express what damage shall be assumed for various pipe sizes as a consequence of a postulated break in a high energy system. The criteria are contained in Section 3.6.2 of the Standard Review Plan, and the purpose of the program described with this paper is to evaluate the impact criteria by means of a combined experimental and analytical approach. A series of tests has been completed. Evaluation of the test showed a deficiency in the range of test parameters. These deficiencies are being remedied by a second series of tests and a more powerful impact machine. A parallel analysis capability has been developed. This capability has been used to predict the damage for the first test series. The quality of predictions has been improved by tests that establish post-crush and bending relationships. Two outputs are expected from this project: data that may, or may not, necessitate changes to the criteria after appropriate value impact evaluations and an analytic capability for rapidly evaluating the potential for pipe whip damage after a postulated break. These outputs are to be contained in a value-impact document and a program final report. (orig.).

  13. Performance of buried pipe installation.

    Science.gov (United States)

    2010-05-01

    The purpose of this study is to determine the effects of geometric and mechanical parameters : characterizing the soil structure interaction developed in a buried pipe installation located under : roads/highways. The drainage pipes or culverts instal...

  14. Soluciones arquitectónicas de viviendas unifamiliares en el medio rural España

    Directory of Open Access Journals (Sweden)

    Camarasa García, José Luis

    1983-10-01

    Full Text Available On the first of October, 1981 the Directorate General of Architecture and Housing convoked bids for draft projects of architectonic solutions for uni-family, official protection housing in rural medium, which met with a mass participation of over one thousand Spanish architects, who presented a total of 772 solutions. Following a prior provincial selection, a National Jury consisting of well-known professionals, selected 178 works which were implemented at basic project level and then set out in a well compiled publication. Aware of the importance and significance of this competition, and with a view to participating in its promotion, a series of projects have been selected for publishing in «Informes de la Construcción». No valuation criterion has intervened in this selection, as it was already made by the National Jury, but it aims at representing almost all the different Spanish environments and social-economic regions.España El primero de octubre de 1981 la Dirección General de Arquitectura y Vivienda convocó un concurso de anteproyectos de soluciones arquitectónicas para viviendas unifamiliares, de protección oficial en el medio rural, que tuvo una masiva participación con más de mil arquitectos españoles, que presentaron un total de 772 soluciones. Después de una previa selección provincial un Jurado Nacional compuesto de prestigiosos profesionales seleccionó 178 trabajos que, una vez desarrollados a nivel de proyecto básico, fueron objeto de una cuidada publicación. Conscientes de la importancia y trascendencia de este concurso, y con el fin de participar en su divulgación, se ha elegido una serie de proyectos para publicarlos en Informes de la Construcción. En esta selección no ha intervenido ningún criterio de valoración, ya realizado por el Jurado Nacional, sino el ser representativo de, prácticamente, la totalidad de las diferentes regiones socioeconómicas y ambientales españolas.

  15. LIBERALIZACIÓN, CAMBIO ESTRUCTURAL Y CRECIMIENTO ECONÓMICO EN COLOMBIA

    Directory of Open Access Journals (Sweden)

    José Guillermo García I

    Full Text Available Este trabajo presenta una aproximación al estudio de los cambios estructurales producidos por la reforma insti tucional de la mundialización en la economía colombiana. Del análisis se concluye que la dirección seguida por la dinámica estructural es contraria a los propósitos de internacionalización y fortalecimiento de la capacidad productiva que postula el modelo. Al tiempo que se fortalecen los sectores no transables y de intermediación en el mercado nacional, decaen los sectores de producción material. Se evidencia así, una creciente dificultad de la estructura productiva para reconstruir una base só lida de crecimiento económico de largo plazo.This article presents an approximation to the study of the structural changes resulting from the institutional reform of the globalization in the Colombian economy. From the analysis one concludes that the trend followed by structural dynamics is contrary to the purposes of internationalization and trengthening of the production capacity advanced by the modelo While non-tradable and intermediation sectors are strengthened in the local market, material production sectors are declining. A growing difficulty is thus evidenced in the production structure to reconstruct a solid economic-growth base in the long term.

  16. Validez estructural de un cuestionario para medir comportamientos eficaces en los equipos de trabajo

    Directory of Open Access Journals (Sweden)

    Tomas Bonavia

    2015-05-01

    Full Text Available Se presenta un estudio de la validez estructural del cuestionario planteado por Philip R. Harris (1995; traducción al castellano realizada por el Centro de Estudios Ramón Areces, 2001 orientado a evaluar la eficacia del comportamiento individual de las personas que trabajan en un equipo. El instrumento se aplicó a una muestra compuesta por 771 empleados pertenecientes a distintos equipos de trabajo existentes en diversas organizaciones dedicadas a la atención a la dependencia. La realización del análisis factorial exploratorio reveló una estructura factorial de tres dimensiones, etiquetadas como "habilidades comunicativas", "expresión emocional" y "aceptación", que explicaba el 63.2% de la varianza común total. El autor del cuestionario propuso una interpretación de los datos basada en las respuestas dadas a cada uno de los ítems del cuestionario por separado. Sin embargo, los resultados obtenidos en este estudio respaldan la obtención de puntuaciones en los tres factores extraídos, los cuales representan dimensiones relevantes en el estudio de las habilidades que los componentes de un equipo eficaces deben poseer.

  17. VALIDACIÓN RESISTIVA ESTRUCTURAL DE UN VARADERO PARA EMBARCACIONES DE 600 ton.

    Directory of Open Access Journals (Sweden)

    Carlos Novo Soto

    2005-09-01

    Full Text Available En el presente trabajo se valida la capacidad de carga portante de la estructura de un varadero a partirde las condiciones a resistencia y rigidez. El varadero consta de 2 carros trapezoidales, sobre los cualesse desplazan transversalmente 6 boggies, que permiten trasladar la embarcación varada hacia losapartaderos, así mismo dispone de 3 motores con sus respectivos sistemas de reducción y tamboras,uno de ellos permite sacar la embarcación que se encuentra soportada sobre los boggies y los 2 carroscunas, otro se emplea para retornar dicha embarcación al mar y el último se utiliza para desplazar laembarcación sobre los boggies, transversalmente a los carros cunas, hacia los apartaderos.Dada la complejidad estructural del sistema se desarrolla un modelo físico matemático, el que mediantela aplicación del Método de los Elementos Finitos, permite obtener los esfuerzos equivalente máximos deMises y los desplazamientos máximos con lo que finalmente se valida, a través del Análisis porElementos Finitos, la capacidad portante de la estructura para varar una embarcación de 600 ton.

  18. Optimization of Pipe Networks

    DEFF Research Database (Denmark)

    Hansen, C. T.; Madsen, Kaj; Nielsen, Hans Bruun

    1991-01-01

    algorithm using successive linear programming is presented. The performance of the algorithm is illustrated by optimizing a network with 201 pipes and 172 nodes. It is concluded that the new algorithm seems to be very efficient and stable, and that it always finds a solution with a cost near the best...

  19. Control de bacteriemia nosocomial pediátrica mediante un programa de cultivo de soluciones parenterales en uso

    Directory of Open Access Journals (Sweden)

    Muñoz Juan M.

    1999-01-01

    Full Text Available OBJETIVO. Dado que Klebsiella, Enterobacter y Serratia se multiplican en soluciones parenterales y son responsables de una elevada proporción de bacteriemias en los hospitales de México, se propone una estrategia de control mediante la vigilancia microbiológica de las soluciones en uso. MATERIAL Y MÉTODOS. Hospital de enseñanza de segundo nivel con 193 camas. Atiende principalmente pacientes de escasos recursos. En 1992 se inició la vigilancia de la esterilidad de las soluciones parenterales en los servicios pediátricos mediante cuatro estrategias: durante la primera etapa se cultivó el total de soluciones en uso. Durante la segunda se cultivaron muestras aleatoriamente elegidas. Tercera y cuarta etapas con muestreo controlado y dirigido, respectivamente. RESULTADOS. Se han cultivado 1940 infusiones. Se ha observado una reducción de la tasa de contaminación (de 29.6% en 1992 a 12.9% en 1997, p< 0.001. Asimismo se redujo la proporción de bacilos gramnegativos aislados en sangre (72.7% vs 40.85%, p< 0.001 y las bacteriemias nosocomiales primarias (BNP (3.12 vs 1.54 por 100 egresos, p< 0.0001. CONCLUSIONES. La detección de contaminantes señala posibles fallas en el manejo parenteral, áreas de riesgo y pacientes potencialmente afectados. El programa permite estudiar el nivel endémico de contaminación de infusiones y limitar los brotes de bacteriemias nosocomiales primarias a un costo bajo.

  20. Some Exact Solutions for a Klein Gordon Equation Algunas soluciones exactas para una ecuación de Klein Gordon

    Directory of Open Access Journals (Sweden)

    H H Ortíz Álvarez

    2012-12-01

    Full Text Available In solving practical problems in science and engineering arises as a direct consequence differential equations that explains the dynamics of the phenomena.Finding exact solutions to this equations provides importan informationabout the behavior of physical systems. The Lie symmetry method allows tofind invariant solutions under certain groups of transformations for differentialequations.This method not very well known and used is of great importance inthe scientific community. By this approach it was possible to find several exactinvariant solutions for the Klein Gordon Equation uxx − utt = k(u. A particularcase, The Kolmogorov equation uxx − utt = k1u + k2un was considered.These equations appear in the study of relativistic and quantum physics. Thegeneral solutions found, could be used for future explorations on the study forother specific K(u functions. En la solución de problemas prácticos de las ciencias y la ingeniería surgen como consecuencia directa ecuaciones diferenciales que dan razón de la dinámica de los fenómenos. El encontrar soluciones exactas a estas ecuaciones proporciona información importante sobre el comportamiento de sistemas físicos. El método de las simetrías de Lie permite encontrar soluciones invariantes bajo ciertos grupos de transformaciones para ecuaciones diferenciales. Mediante este método fue posible encontrar familias de soluciones exactas invariantes para la ecuación de Klein Gordon uxx- utt = k(u: En particular, se consideró la ecuación de Kolmogorov uxx - utt = k1u + k2u n. Estas ecuaciones aparecen en el estudio de la física relativista y cuántica. Las soluciones generales encontradas podrían emplearse en futuros desarrollos en el estudio para otro tipo de funciones k(u.

  1. Reducción de color con cloruro de magnesio en soluciones con colorantes comerciales

    Directory of Open Access Journals (Sweden)

    Mercedes Lucero Chávez

    2017-01-01

    Full Text Available Se experimentó con diferentes concentraciones de cloruro de magnesio (MgCl2 como coagulante para reducir el color en soluciones con colorantes comerciales: negro, azul y café. Los parámetros analizados fueron pH, color, demanda química de oxígeno ( dqo y sólidos suspendidos totales (sst de acuerdo con las Normas Mexicanas. Como prueba complementaria se agregó carbón activado a las muestras para reducir el color residual después de la coagulación-floculación. La reducción de los valores de color y dqo fue mayor cuando se adicionó más cantidad de MgCl2 (1.8 g/L. Los porcentajes de reducción fueron ≥90% para el color y >50% para la dqo. Los sst aumentaron con la adición de MgCl2. El carbón activado eliminó el color residual.

  2. Estudios de bioadsorción de plomo por Saccharomyces cereviceae en soluciones acuosas

    Directory of Open Access Journals (Sweden)

    Juan José Pauro Roque

    2009-01-01

    Full Text Available El ecosistema del lago Titicaca (Puno, Perú y sus tributarios, viene siendo perturbado por metales pesados producto de la actividad minera emergente. Para controlar y reducir la contaminación existen procesos biológicos llevados a cabo por microorganismos como las levaduras (biorremediación. Este trabajo de investigación tiene como objetivos evaluar la capacidad de bioadsorción de plomo mediante  Saccharomyces cereviceae en soluciones acuosas y la influencia de dos niveles de pH durante la bioadsorción. Para esto se ensayaron dos concentraciones de S. cereviceae (cel/mL, las cuales fueron cuantificadas por un hemocitómetro y luego traspasadas a una solución con concentraciones conocidas de plomo (5 y 25 mg/L. Se realizaron lecturas de las concentraciones de plomo a los 5, 60 y 120 minutos. La mayor capacidad de bioadsorción resultó cuando S. cereviceae estaba a una concentración de 5 x 106 cel/mL, y el pH óptimo fue de 5,14. Se concluye que S. cereviceae constituye una buena alternativa para la bioadsorción de plomo, quedando abierta su validación en condiciones de campo en el altiplano peruano.

  3. SOLUBILIDAD Y DIFUSIVIDAD DE ARGÓN EN SOLUCIONES ACUOSAS DE YODURO DE TETRABUTIL AMONIO

    Directory of Open Access Journals (Sweden)

    Luis Blanco

    2008-03-01

    Full Text Available En el presente trabajo se midió la solubilidad y la difusividad de argón en agua y en soluciones acuosas de yoduro de tetrabutil amonio, a concentraciones de 0,02 m y 0,04 m y a temperaturas  de 288,15 K y 298,15 K.  Se describe el diseño, la construcción y la calibración de un equipo para contacto gas-líquido, el cual cuenta con la instrumentación necesaria para el control de la temperatura, y la medida de la presión.  El equipo construido permite evaluar la solubilidad y la difusividad a través del método de descenso de presión en celdas de diafragma. Las propiedades medidas permitieron comprobar el carácter hidrofóbico del catión [Bu]4N+

  4. Heat pipe applications workshop report

    International Nuclear Information System (INIS)

    Ranken, W.A.

    1978-04-01

    The proceedings of the Heat Pipe Applications Workshop, held at the Los Alamos Scientific Laboratory October 20-21, 1977, are reported. This workshop, which brought together representatives of the Department of Energy and of a dozen industrial organizations actively engaged in the development and marketing of heat pipe equipment, was convened for the purpose of defining ways of accelerating the development and application of heat pipe technology. Recommendations from the three study groups formed by the participants are presented. These deal with such subjects as: (1) the problem encountered in obtaining support for the development of broadly applicable technologies, (2) the need for applications studies, (3) the establishment of a heat pipe technology center of excellence, (4) the role the Department of Energy might take with regard to heat pipe development and application, and (5) coordination of heat pipe industry efforts to raise the general level of understanding and acceptance of heat pipe solutions to heat control and transfer problems

  5. Nuclear piping and pipe support design and operability relating to loadings and small bore piping

    International Nuclear Information System (INIS)

    Stout, D.H.; Tubbs, J.M.; Callaway, W.O.; Tang, H.T.; Van Duyne, D.A.

    1994-01-01

    The present nuclear piping system design practices for loadings, multiple support design and small bore piping evaluation are overly conservative. The paper discusses the results developed for realistic definitions of loadings and loading combinations with methodology for combining loads under various conditions for supports and multiple support design. The paper also discusses a simplified method developed for performing deadweight and thermal evaluations of small bore piping systems. Although the simplified method is oriented towards the qualification of piping in older plants, this approach is applicable to plants designed to any edition of the ASME Section III or B31.1 piping codes

  6. Diffusion in flexible pipes

    Energy Technology Data Exchange (ETDEWEB)

    Brogaard Kristensen, S.

    2000-06-01

    This report describes the work done on modelling and simulation of the complex diffusion of gas through the wall of a flexible pipe. The diffusion and thus the pressure in annulus depends strongly on the diffusion and solubility parameters of the gas-polymer system and on the degree of blocking of the outer surface of the inner liner due to pressure reinforcements. The report evaluates the basis modelling required to describe the complex geometries and flow patterns. Qualitatively results of temperature and concentration profiles are shown in the report. For the program to serve any modelling purpose in 'real life' the results need to be validated and possibly the model needs corrections. Hopefully, a full-scale test of a flexible pipe will provide the required temperatures and pressures in annulus to validate the models. (EHS)

  7. Diffusion in flexible pipes

    Energy Technology Data Exchange (ETDEWEB)

    Brogaard Kristensen, S

    2000-06-01

    This report describes the work done on modelling and simulation of the complex diffusion of gas through the wall of a flexible pipe. The diffusion and thus the pressure in annulus depends strongly on the diffusion and solubility parameters of the gas-polymer system and on the degree of blocking of the outer surface of the inner liner due to pressure reinforcements. The report evaluates the basis modelling required to describe the complex geometries and flow patterns. Qualitatively results of temperature and concentration profiles are shown in the report. For the program to serve any modelling purpose in 'real life' the results need to be validated and possibly the model needs corrections. Hopefully, a full-scale test of a flexible pipe will provide the required temperatures and pressures in annulus to validate the models. (EHS)

  8. Cálculo estructural de un varadero de buques. // Shipyard structural calculation.

    Directory of Open Access Journals (Sweden)

    Taymí Rodríguez Delgado

    2001-04-01

    Full Text Available En el presente trabajo, a partir de las técnicas de computación, se realiza el análisis estructural de un varadero de buques,con 2000 toneladas de capacidad. Para cumplimentar lo antes señalado es empleando un programa de computación, basadoen el Método de los Elementos Finitos, se generó el modelo físico-matemático de la estructura, para lo cual secumplimentaron dos etapas:!ra. etapa: Elaboración de la geometría del modelo, utilizando elementos sólidos planos triangulares y cuadriláteros.2da etapa: Definición de las restricciones al movimiento y las fuerzas externas actuantes.Además se realizó el estudio del comportamiento resistivo de la estructura de producción nacional, sometiendo el modelofísico-matemático a las condiciones extremas de explotación que plantea el fabricante. De este estudio, basado en el análisisde los esfuerzos equivalentes promedios. Fue concluido que el varadero diseñado puede reducir su peso e incrementar suvida útil produciéndose esfuerzos equivalentes promedios inferiores al limite de fluencia de los aceros que se emplean eneste tipo de estructuras. Esta disminución del peso se obtiene de al variar solamente los espesores manteniendo laslongitudes y alturas de los elementos que conforman la estructura del varadero.Palabras claves: Cálculo estructural, varadero de buques, métodos de elementos finitos, modelo físicomatemático.___________________________________________________________________AbstractA structural analysis of a 2000 tons capacity shipyard is carried out, starting from computers techniques. To acomplish thetask is used a calculation program, based on the finite elements method , the physical-mathematical pattern of the structurewas generated, for which two stages were executed:!st. stage: Elaboration of the geometry pattern , using quadrilateral and triangular plane solid elements.2nd. stage: Definitions of movement restrictions and location of external acting forces

  9. El bambú como elemento estructural: la especie Guadua Amplexifolia

    Directory of Open Access Journals (Sweden)

    María Teresa Sánchez Medrano

    2016-01-01

    Full Text Available El uso de cualquier material como elemento estructural exige fundamentalmente del conocimiento de sus propiedades físico-mecánicas, con el objeto de conocer y aprovechar al máximo estas propiedades y/o descartarlo si no es considerado conveniente. Este trabajo presenta los resultados obtenidos del estudio del comportamiento físico-mecánico del bambú de la especie Guadua amplexifolia que crece endémicamente al norte del estado de Veracruz, México. Se utilizaron 100 culmos con longitud promedio de 5.5 m., respetándose los métodos de corte y sazonado tradicionales. Este estudio se apoyó en metodologías empleadas por las fuentes consultadas y en las propuestas de Normas de la Red Internacional del Bambú y del Ratán, tanto para propiedades físicas como mecánicas tales como pruebas a la compresión, tensión, y cortante paralelo a la fibra y flexión. Como baremo se tomaron los resultados obtenidos para la misma especie que crece en Monte Blanco, Veracruz, del estudio de (Ordoñez, 1999. Se obtuvieron valores promedio de los Esfuerzos últimos de falla para Compresión, Cortante y Tensión paralela a la fibra así como para Flexión perpendicular a la fibra. Se comparó con el baremo y los registros obtenidos resultaron similares, observándose una muy pequeña variación en los resultados posiblemente a consecuencia de la anisotropía del material, ubicación geográfica y edad de los culmos. Para la prueba de Compresión paralela a la fibra, se presentaron fallas por cortante longitudinal, esto debido a la constitución de las fibras del material, tensión diagonal y en un muy bajo porcentaje se presentó aplastamiento en las caras y paredes de la probeta. Para la prueba de Cortante, se presentaron fallas por cortante longitudinal, claramente visibles debido a la constitución de las fibras del material con un desplazamiento considerable de las paredes de la probeta y en un porcentaje menor se presentó falla por cortante diagonal

  10. Waste pipe calculus

    International Nuclear Information System (INIS)

    Kaufman, A.M.

    1978-01-01

    A rapid method is presented for calculating transport in a network of one-dimensional flow paths or ''pipes''. The method defines a Green's function for each flow path and prescribes a method of combining these Green's functions to produce an overall Green's function for the flow path network. A unique feature of the method is the use of the Laplace transform of these Green's functions to carry out most of the calculations

  11. ADECUACIÓN ESTRUCTURAL PARA CONJUNTO RESIDENCIAL EN LA CIUDAD DE BARQUISIMETO VENEZUELA

    Directory of Open Access Journals (Sweden)

    J. Yépez

    2016-12-01

    Full Text Available Se presenta el proyecto de análisis y reforzamiento estructural para un urbanismo que consta de 31 viviendas con evidentes señales de fallas, construidas en la ciudad de Barquisimeto en el año 2008 sobre un terreno no consolidado. Los resultados del análisis demostraron insuficiente capacidad de respuesta ante las solicitaciones de servicio, alta vulnerabilidad sísmica y deficiencias en la cantidad y distribución del acero de refuerzo. Se planteó el reforzamiento de la superestructura mediante la construcción de muros tipo panel, y micro pilotes y/o losa maciza armada para la infraestructura, utilizando valores de resistencia del concreto obtenidos en los ensayos destructivos, parámetros del suelo proveniente del estudio geotécnico y los asentamientos diferenciales derivados de la nivelación topográfica. The structural analysis and reinforcement project is presented for a city complex consisting of 31 houses with obvious signs of failure, built in the city of Barquisimeto in 2008 on unconstrained land. The results of the analysis showed insufficient responsiveness to service stresses, high seismic vulnerability, and deficiencies in the amount and distribution of reinforcing steel. The reinforcement of the superstructure was proposed by means of the construction of panel walls, and micro piles and / or reinforced solid slab for the infrastructure, using values of resistance of the concrete obtained in the destructive tests, soil parameters from the geotechnical study and the settlements Differentials derived from topographic leveling.

  12. Pipe damping studies

    International Nuclear Information System (INIS)

    Ware, A.G.

    1986-01-01

    The Idaho National Engineering Laboratory (INEL) is conducting a research program to assist the United States Nuclear Regulatory Commission (USNRC) in determining best-estimate damping values for use in the dynamic analysis of nuclear power plant piping systems. This paper describes four tasks in the program that were undertaken in FY-86. In the first task, tests were conducted on a 5-in. INEL laboratory piping system and data were analyzed from a 6-in. laboratory system at the ANCO Engineers facility to investigate the parameters influencing damping in the seismic frequency range. Further tests were conducted on 3- and 5-in. INEL laboratory piping systems as the second task to determine damping values representative of vibrations in the 33 to 100 Hz range, typical of hydrodynamic transients. In the third task a statistical evaluation of the available damping data was conduted to determine probability distributions suitable for use in probabilistic risk assessments (PRAs), and the final task evaluated damping data at high strain levels

  13. Pipe clamp effects on thin-walled pipe design

    International Nuclear Information System (INIS)

    Lindquist, M.R.

    1980-01-01

    Clamp induced stresses in FFTF piping are sufficiently large to require structural assessment. The basic principles and procedures used in analyzing FFTF piping at clamp support locations for compliance with ASME Code rules are given. Typical results from a three-dimensional shell finite element pipe model with clamp loads applied over the clamp/pipe contact area are shown. Analyses performed to categorize clamp induced piping loads as primary or secondary in nature are described. The ELCLAMP Computer Code, which performs analyses at clamp locations combining clamp induced stresses with stresses from overall piping system loads, is discussed. Grouping and enveloping methods to reduce the number of individual clamp locations requiring analysis are described

  14. Pipe inspection using the pipe crawler. Innovative technology summary report

    International Nuclear Information System (INIS)

    1999-05-01

    The US Department of Energy (DOE) continually seeks safer and more cost-effective remediation technologies for use in the decontamination and decommissioning (D and D) of nuclear facilities. In several of the buildings at the Fernald Site, there is piping that was used to transport process materials. As the demolition of these buildings occur, disposal of this piping has become a costly issue. Currently, all process piping is cut into ten-foot or less sections, the ends of the piping are wrapped and taped to prevent the release of any potential contaminants into the air, and the piping is placed in roll off boxes for eventual repackaging and shipment to the Nevada Test Site (NTS) for disposal. Alternatives that allow for the onsite disposal of process piping are greatly desired due to the potential for dramatic savings in current offsite disposal costs. No means is currently employed to allow for the adequate inspection of the interior of piping, and consequently, process piping has been assumed to be internally contaminated and thus routinely disposed of at NTS. The BTX-II system incorporates a high-resolution micro color camera with lightheads, cabling, a monitor, and a video recorder. The complete probe is capable of inspecting pipes with an internal diameter (ID) as small as 1.4 inches. By using readily interchangeable lightheads, the same system is capable of inspecting piping up to 24 inches in ID. The original development of the BTX system was for inspection of boiler tubes and small diameter pipes for build-up, pitting, and corrosion. However, the system is well suited for inspecting the interior of most types of piping and other small, confined areas. The report describes the technology, its performance, uses, cost, regulatory and policy issues, and lessons learned

  15. Heat pipes and heat pipe exchangers for heat recovery systems

    Energy Technology Data Exchange (ETDEWEB)

    Vasiliev, L L; Grakovich, L P; Kiselev, V G; Kurustalev, D K; Matveev, Yu

    1984-01-01

    Heat pipes and heat pipe exchangers are of great importance in power engineering as a means of recovering waste heat of industrial enterprises, solar energy, geothermal waters and deep soil. Heat pipes are highly effective heat transfer units for transferring thermal energy over large distance (tens of meters) with low temperature drops. Their heat transfer characteristics and reliable working for more than 10-15 yr permit the design of new systems with higher heat engineering parameters.

  16. Pipe inspection using the pipe crawler. Innovative technology summary report

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-05-01

    The US Department of Energy (DOE) continually seeks safer and more cost-effective remediation technologies for use in the decontamination and decommissioning (D and D) of nuclear facilities. In several of the buildings at the Fernald Site, there is piping that was used to transport process materials. As the demolition of these buildings occur, disposal of this piping has become a costly issue. Currently, all process piping is cut into ten-foot or less sections, the ends of the piping are wrapped and taped to prevent the release of any potential contaminants into the air, and the piping is placed in roll off boxes for eventual repackaging and shipment to the Nevada Test Site (NTS) for disposal. Alternatives that allow for the onsite disposal of process piping are greatly desired due to the potential for dramatic savings in current offsite disposal costs. No means is currently employed to allow for the adequate inspection of the interior of piping, and consequently, process piping has been assumed to be internally contaminated and thus routinely disposed of at NTS. The BTX-II system incorporates a high-resolution micro color camera with lightheads, cabling, a monitor, and a video recorder. The complete probe is capable of inspecting pipes with an internal diameter (ID) as small as 1.4 inches. By using readily interchangeable lightheads, the same system is capable of inspecting piping up to 24 inches in ID. The original development of the BTX system was for inspection of boiler tubes and small diameter pipes for build-up, pitting, and corrosion. However, the system is well suited for inspecting the interior of most types of piping and other small, confined areas. The report describes the technology, its performance, uses, cost, regulatory and policy issues, and lessons learned.

  17. Pipe support program at Pickering

    International Nuclear Information System (INIS)

    Sahazizian, L.A.; Jazic, Z.

    1997-01-01

    This paper describes the pipe support program at Pickering. The program addresses the highest priority in operating nuclear generating stations, safety. We present the need: safety, the process: managed and strategic, and the result: assurance of critical piping integrity. In the past, surveillance programs periodically inspected some systems, equipment, and individual components. This comprehensive program is based on a managed process that assesses risk to identify critical piping systems and supports and to develop a strategy for surveillance and maintenance. The strategy addresses all critical piping supports. Successful implementation of the program has provided assurance of critical piping and support integrity and has contributed to decreasing probability of pipe failure, reducing risk to worker and public safety, improving configuration management, and reducing probability of production losses. (author)

  18. Análisis Estructural de Fallas Geológicas y Potenciales Deslizamientos en Anconcito, Provincia de Santa Elena

    OpenAIRE

    Kervin Chunga

    2015-01-01

    El sector costero de Anconcito, localizado al suroeste de la provincia de Santa Elena, es afectado por fenómenos geológicosinducidos por la dinámica costera de la zona de estudio: (1) socavamiento de los acantilados causado por la dinámica de la erosión marina y posterior derrumbe de estratos rocosos, y (2) deslizamientos de estratos rocosos a través de planos lístricosde fallas geológicas de tipo normal con componentes de desplazamientos laterales dextrales. El análisis estructural permitió ...

  19. El desempleo estructural y la tasa natural de desempleo: algunas consideraciones teoricas y su estado actual en Colombia

    OpenAIRE

    Will Alexander Yarce Posada

    2000-01-01

    n la actualidad, el concepto teórico de la tasa natural de desempleo ha trascendido las cátedras universitarias para convertirse en una herramienta útil para analistas y responsables de la política económica. En este artículo, la tasa natural de desempleo es el eje central de análisis y en él se plantean, en la primera parte, algunas consideraciones teóricas asociadas al desempleo estructural y a la tasa natural de desempleo y sus determinantes. La segunda parte del artículo se refiere a las ...

  20. Tutela de los socios de las sociedades de capital en las operaciones de modificación estructural

    OpenAIRE

    Henao Beltrán, Lina Fernanda

    2013-01-01

    Las operaciones de modificación estructural de las sociedades de capital inciden directamente sobre el estatus de los socios, este trabajo tiene como objetivo presentar cuáles son los mecanismos que se han concebido tanto en las Directivas de la Unión Europea como en la legislación española para proteger cuantitativa y cualitativamente el nexo que vincula a los socios con las sociedades participantes en las operaciones de fusión, escisión y cesión global de activo y pasivo.

  1. Damping in LMFBR pipe systems

    International Nuclear Information System (INIS)

    Anderson, M.J.; Barta, D.A.; Lindquist, M.R.; Renkey, E.J.; Ryan, J.A.

    1983-06-01

    LMFBR pipe systems typically utilize a thicker insulation package than that used on water plant pipe systems. They are supported with special insulated pipe clamps. Mechanical snubbers are employed to resist seismic loads. Recent laboratory testing has indicated that these features provide significantly more damping than presently allowed by Regulatory Guide 1.61 for water plant pipe systems. This paper presents results of additional in-situ vibration tests conducted on FFTF pipe systems. Pipe damping values obtained at various excitation levels are presented. Effects of filtering data to provide damping values at discrete frequencies and the alternate use of a single equivalent modal damping value are discussed. These tests further confirm that damping in typical LMFBR pipe systems is larger than presently used in pipe design. Although some increase in damping occurred with increased excitation amplitude, the effect was not significant. Recommendations are made to use an increased damping value for both the OBE and DBE seismic events in design of LMFBR pipe systems

  2. Dynamic experiments on cracked pipes

    International Nuclear Information System (INIS)

    Petit, M.; Brunet, G.; Buland, P.

    1991-01-01

    In order to apply the leak before break concept to piping systems, the behavior of cracked pipes under dynamic, and especially seismic loading must be studied. In a first phase, an experimental program on cracked stainless steel pipes under quasi-static monotonic loading has been conducted. In this paper, the dynamic tests on the same pipe geometry are described. These tests have been performed on a shaking table with a mono frequency input signal. The main parameter of the tests is the frequency of excitation versus the frequency of the system

  3. Water hammer in elastic pipes

    International Nuclear Information System (INIS)

    Gale, J.; Tiselj, I.

    2002-01-01

    One dimensional two-fluid six-equation model of two-phase flow, that can be found in computer codes like RELAP5, TRAC, and CATHARE, was upgraded with additional terms, which enable modelling of the pressure waves in elastic pipes. It is known that pipe elasticity reduces the propagation velocity of the shock and other pressure waves in the piping systems. Equations that include the pipe elasticty terms are used in WAHA code, which is being developed within the WAHALoads project of 5't'h EU research program.(author)

  4. Plastics pipe couplings

    International Nuclear Information System (INIS)

    Glover, J.B.

    1980-07-01

    A method is described of making a pipe coupling of the type comprising a plastics socket and a resilient annular sealing member secured in the mouth thereof, in which the material of at least one component of the coupling is subjected to irradiation with high energy radiation whereby the material is caused to undergo cross-linking. As examples, the coupling may comprise a polyethylene or plasticised PVC socket the material of which is subjected to irradiation, and the sealing member may be moulded from a thermoplastic elastomer which is subjected to irradiation. (U.K.)

  5. Aplicaciones del SiC biomórfico como reforzante estructural en hormigones refractarios

    Directory of Open Access Journals (Sweden)

    Sepúlveda, R.

    2005-10-01

    Full Text Available This work is devoted to the study of the time and temperature dependence of the static grain growth in YTZP 4 mol %, with an average grain size within the submicrometric range (> 0.1 μm. Also, the mechanical response in the temperature interval between 1200 ºC and 1500 ºC is analysed. The grain growth is controlled by the yttria segregation at the grain boundaries, which plays a key role in the cationic diffusion processes. Microstructural characterization of both as-received and deformed samples allows to conclude that plastic deformation is due to grain boundary sliding (GBS, with stress exponents increasing with the flow stress, but in all cases they are lower than n = 2.

    Una posible aplicación del SiC biomórfico (bioSiC son los reforzante estructural en hormigones refractarios. En este caso se han fabricado piezas de bioSiC con forma de cilindros alargados, 3-4 mm de diámetro y 30-35 mm de longitud, mediante infiltración reactiva de Si líquido en piezas de carbón obtenidas por pirolización de madera de haya de calidad comercial. Hemos estudiado las características microestructurales y las propiedades mecánicas de los reforzantes, como paso previo al estudio de la aplicación mencionada, de la que se ofrece un avance en este trabajo. Para caracterizar la calidad del material y del proceso de fabricación, la microestructura de las piezas se ha estudiado mediante microscopía electrónica de barrido. Los reforzantes de bioSiC fueron ensayados a compresión uniaxial y flexión en cuatro puntos a temperatura ambiente y a alta temperatura (1250-1400ºC para la determinación de sus propiedades mecánicas, y se realizaron estudios fractográficos en el segundo tipo de ensayos. Subsecuentemente, se prepararon ladrillos refractarios con un 3% en peso de reforzantes de bioSiC, que fueron curados a diferentes temperaturas (máx. 1600ºC. Estos ladrillos se han ensayado en compresión y flexión en tres puntos, a temperatura ambiente

  6. Indicador sintético de capital intelectual: humano y estructural. Un tactor de competitividad

    Directory of Open Access Journals (Sweden)

    Víctor Raúl López Ruiz

    2008-04-01

    Full Text Available La medición de intangibles en el ámbito empresarial acumula experiencias que utilizan modelos de indicadores sintéticos, con información subjetiva unida a los sistemas de información contable tradicionales. En esta línea, damos respuesta a las necesidades de la nueva macroeconomía, construyendo un indicador combinación de las bases de datos clásicas y los datos creados 'ad hoc' para afrontar los retos de la economía del conocimiento, permitiendo actuar como referente de competÍtÍvÍdad entre espacios económicos. Así, estudiamos el método y cuantificación del indicador regional de capital intelectual, desagregado en factor humano y estructural. Introducimos, posteriormente, un análisis comparado para las regiones de la UE-15, examinando sus oportunidades de crecimiento, así como la correlación con variables de producción. Las perspectivas de desarrollo deben apostar por el conocimiento, a través de la I+D, con la garantía y soporte de un mercado laboral motivado y formadoThe measurement of intangibles in the business sector brings together experiences that use synthetic indicator models, with subjective information linked to traditional accounting and information systems. Along these same lines, we provide a response to the needs of the new macroeconomy building an indicator that is a combination of the classic data base and the data created ad hoc to deal with the challenges of the knowledge-based economy, and that in turn is a reference for competitiveness between economic spaces. We researched the method and the quantification of a regional indicator of intellectual capital, disaggregating into human and structural factors. Later we introduced a comparative analysis for the regions of the EU-15, examining opportunities for growth, also the correlation of production variables. Development perspectives should promote knowledge, through R&D, with the guarantee and support of a motivated, well-trained labour market

  7. Análisis estructural a escala regional de la zona de fallas La Trocha

    Directory of Open Access Journals (Sweden)

    Jesús A. Blanco-Moreno

    2007-03-01

    Full Text Available Se realiza un análisis estructural a escala regional de la zona de fallas La Trocha, a partir de la interpretación de un gran volumen de información geólogo–geofísica, la cual fue clasificada como: morfométrica, gravimétrica, geológica de superficie y del subsuelo. Se obtuvo el modelo digital del terreno (MDT, a partir de la digitalización de 24 cartas del Mapa Topográfico de la República de Cuba 1:50000, editado por el Instituto Cubano de Geodesia y Cartografía en 1977. El procesamiento del MDT permitió obtener los principales morfoalineamientos de la región. Se procesó la información obtenida del levantamiento gravimétrico de la Cuenca Central a escala 1:100000, elaborándose los mapas de anomalías de Bouguer, continuaciones analíticas ascendentes y de gradientes. La información geológica de superficie se tomó del Mapa Geológico de la República de Cuba 1:100000, editado por el Instituto de Geología y Paleontología en el año 2001; la información geológica del subsuelo proviene de pozos perforados en la Cuenca Central. La información geólogo–geofísica se procesó digitalmente en su totalidad. La interpretación combinada de esta información permitió un acercamiento a las características geométricas de la zona de fallas La Trocha. Se establecieron las direcciones predominantes en la zona de desplazamiento principal y la posible evolución de los esfuerzos tectónicos. Se propone un modelo de evolución para la región, considerando la existencia de una estructura en flor negativa, la cual ajusta las características existentes y explica el desarrollo simultáneo de una cuenca tensional, la Cuenca Central.

  8. Large-bore pipe decontamination

    International Nuclear Information System (INIS)

    Ebadian, M.A.

    1998-01-01

    The decontamination and decommissioning (D and D) of 1200 buildings within the US Department of Energy-Office of Environmental Management (DOE-EM) Complex will require the disposition of miles of pipe. The disposition of large-bore pipe, in particular, presents difficulties in the area of decontamination and characterization. The pipe is potentially contaminated internally as well as externally. This situation requires a system capable of decontaminating and characterizing both the inside and outside of the pipe. Current decontamination and characterization systems are not designed for application to this geometry, making the direct disposal of piping systems necessary in many cases. The pipe often creates voids in the disposal cell, which requires the pipe to be cut in half or filled with a grout material. These methods are labor intensive and costly to perform on large volumes of pipe. Direct disposal does not take advantage of recycling, which could provide monetary dividends. To facilitate the decontamination and characterization of large-bore piping and thereby reduce the volume of piping required for disposal, a detailed analysis will be conducted to document the pipe remediation problem set; determine potential technologies to solve this remediation problem set; design and laboratory test potential decontamination and characterization technologies; fabricate a prototype system; provide a cost-benefit analysis of the proposed system; and transfer the technology to industry. This report summarizes the activities performed during fiscal year 1997 and describes the planned activities for fiscal year 1998. Accomplishments for FY97 include the development of the applicable and relevant and appropriate regulations, the screening of decontamination and characterization technologies, and the selection and initial design of the decontamination system

  9. Heat pipe and method of production of a heat pipe

    International Nuclear Information System (INIS)

    Kemp, R.S.

    1975-01-01

    The heat pipe consists of a copper pipe in which a capillary network or wick of heat-conducting material is arranged in direct contact with the pipe along its whole length. Furthermore, the interior space of the tube contains an evaporable liquid for pipe transfer. If water is used, the capillary network consists of, e.g., a phosphorus band network. To avoid contamination of the interior of the heat pipe during sealing, its ends are closed by mechanical deformation so that an arched or plane surface is obtained which is in direct contact with the network. After evacuation of the interior space, the remaining opening is closed with a tapered pin. The ratio wall thickness/tube diameter is between 0.01 and 0.6. (TK/AK) [de

  10. Impact analyses after pipe rupture

    International Nuclear Information System (INIS)

    Chun, R.C.; Chuang, T.Y.

    1983-01-01

    Two of the French pipe whip experiments are reproduced with the computer code WIPS. The WIPS results are in good agreement with the experimental data and the French computer code TEDEL. This justifies the use of its pipe element in conjunction with its U-bar element in a simplified method of impact analyses

  11. Mechanical Behaviour of Lined Pipe

    NARCIS (Netherlands)

    Hilberink, A.

    2011-01-01

    Installing lined pipe by means of the reeling installation method seems to be an attractive combination, because it provides the opportunity of eliminating the demanding welds from the critical time offshore and instead preparing them onshore. However, reeling of lined pipe is not yet proven

  12. Pulsed TIG welding of pipes

    International Nuclear Information System (INIS)

    Killing, U.

    1989-01-01

    The present study investigates into the effects of impulse welding parameters on weld geometry in the joint welding of thin-walled sheets and pipes (d=2.5 mm), and it uses random samples of thick-walled sheets and pipes (d=10 mm), in fixed positions. (orig./MM) [de

  13. Functional capability of piping systems

    International Nuclear Information System (INIS)

    Terao, D.; Rodabaugh, E.C.

    1992-11-01

    General Design Criterion I of Appendix A to Part 50 of Title 10 of the Code of Federal Regulations requires, in part, that structures, systems, and components important to safety be designed to withstand the effects of earthquakes without a loss of capability to perform their safety function. ne function of a piping system is to convey fluids from one location to another. The functional capability of a piping system might be lost if, for example, the cross-sectional flow area of the pipe were deformed to such an extent that the required flow through the pipe would be restricted. The objective of this report is to examine the present rules in the American Society of Mechanical Engineers Boiler and Pressure Vessel Code, Section III, and potential changes to these rules, to determine if they are adequate for ensuring the functional capability of safety-related piping systems in nuclear power plants

  14. Promethus Hot Leg Piping Concept

    International Nuclear Information System (INIS)

    AM Girbik; PA Dilorenzo

    2006-01-01

    The Naval Reactors Prime Contractor Team (NRPCT) recommended the development of a gas cooled reactor directly coupled to a Brayton energy conversion system as the Space Nuclear Power Plant (SNPP) for NASA's Project Prometheus. The section of piping between the reactor outlet and turbine inlet, designated as the hot leg piping, required unique design features to allow the use of a nickel superalloy rather than a refractory metal as the pressure boundary. The NRPCT evaluated a variety of hot leg piping concepts for performance relative to SNPP system parameters, manufacturability, material considerations, and comparison to past high temperature gas reactor (HTGR) practice. Manufacturability challenges and the impact of pressure drop and turbine entrance temperature reduction on cycle efficiency were discriminators between the piping concepts. This paper summarizes the NRPCT hot leg piping evaluation, presents the concept recommended, and summarizes developmental issues for the recommended concept

  15. Actividad antibacteriana de soluciones acidas de quitosano obtenido de exoesqueleto de camarón

    Directory of Open Access Journals (Sweden)

    Alexander Pérez Cordero

    2014-01-01

    Full Text Available Título en ingles: Antibacterial activity of chitosan acid solutions obtained from shrimp exoskeleton  Título: quitosano actividad antibacteriana Resumen: El trabajo tuvo como objetivo evaluar la actividad antibacteriana in vitro de soluciones ácidas de quitosano obtenido a partir del exoesqueleto de camarón, sobre siete bacterias patógenas, cinco de las cuales corresponden a patógenas de humanos (Enterococcus faecalis ATCC 29212, Escherichia coli UDS, Pseudomonas aeruginosa ATCC 27853, Klebsiella oxytoca ATCC 43863 y  K.  oxytoca ATCC 43086 y las fitopatógenas (Pectobacterium sp UDS y  Burkholderia glumae 320012-CIAT. Concentraciones de soluciones de quitosano  de 1.0, 1.5, 2.0, 2.5, 3.0 y 3.5 % (v/v disuelto en  ácido acético de 1.0, 1.5, 2.0 % (v/v fueron preparadas; a partir de estas concentraciones, mediante la técnica de Kirby-Bauer se evaluó la actividad antibacteriana in vitro. Los resultados de actividad antimicrobiana mostraron diferencias altamente significativas entre la especie de bacteria y los tratamientos de quitosano. Las bacterias P. aeruginosa, E. coli, K. oxytoca (ATCC 43086 y ATCC 43863 fueron las más susceptibles a los tratamientos, mientras que E. faecalis, Pectobacterium sp y B. glumae mostraron resistencia. Los tratamientos T3, T4, T5, T7, T8, T9 en donde las concentraciones de quitosano estuvieron por encima a las del ácido acético, se presentaron mayores valores medios de actividad de antimicrobiana en mm y aumentó este valor para los tratamientos  T9 (5.8095 mm, T8 (6.00 mm para y  T9 (5.8095 mm, donde las concentraciones  de quitosano  de 2.5 y 3.5%, disuelta en ácido acético fueron igual a 2%.  Los resultados de este estudio en el Caribe Colombiano permitirán a futuro el reaprovechamiento del exoesqueleto de camarón como fuente de quitosano como un compuesto potencial frente al manejo al problema de salud pública ocasionada por las enfermedades bacterianas.  Palabras claves: camar

  16. Las bóvedas pétreas nervadas de Galicia: identificación de soluciones

    Directory of Open Access Journals (Sweden)

    Freire-Tellado, M. J.

    2015-06-01

    Full Text Available This article presents the different groups of solutions of ribbed stone vaults on four supports that exist in Galicia and it plots them at the same scale. A small group of vaults on eight supports is also included. In order to classify the samples, a system based on the constructive features of the vaults has been used, taking into account their number of supports and the different types of nerves. The systematic approach used allows determining both the dimensions with which the different types of vaults were built as well as the solutions traditionally overlooked.El artículo presenta los distintos grupos de soluciones de bóvedas pétreas nervadas sobre cuatro apoyos que existen en Galicia, representándolas gráficamente a la misma escala. Complementariamente se incluye también un pequeño grupo de bóvedas sobre ocho apoyos. Para clasificar los ejemplos se ha empleado un sistema basado en los rasgos constructivos de las bóvedas, que tiene en cuenta el número de apoyos de éstas y los distintos tipos de nervios presentes. Este criterio sistemático permite apreciar tanto soluciones que tradicionalmente han pasado desapercibidas como las dimensiones con las éstas que han sido construidas.

  17. EFECTO DE LA TEMPERATURA SOBRE LAS PROPIEDADES VOLUMÉTRICAS DE ALCOHOLES ALIFÁTICOS EN SOLUCIONES ACUOSAS DILUIDAS.

    Directory of Open Access Journals (Sweden)

    Carmen M. Romero

    2009-05-01

    Full Text Available La influencia de la temperatura sobre las propiedades volumétricas de soluciones acuosas ha sido frecuentemente usada para obtener información sobre los efectos de los distintos solutos sobre la estructura del agua.En este trabajo se presentan los resultados experimentales de densidades de soluciones acuosas diluidas de n-pentanol, n-hexanol, n-heptanol y n-octanol a 288,15; 293,15; 298,15; 303,15 y 308,15 K. Las medidas de densidad fueron realizadas en un densímetro Antón Paar de tubo vibracional (DMA 60/602 y a partir de los datos obtenidos se calcularon volúmenes de exceso, volúmenes molares aparentes y volúmenes molares parciales a dilución infinita. Para determinar el carácter hidrofóbico de los solutos empleados y su efecto sobre la estructura del agua se empleó el criterio de la segunda derivada del volumen molar parcial en función de la temperatura. Se calculó la contribución volumétrica del grupo CH2 encontrándose que tiene un valor constante en el rango de temperatura, estudiado.

  18. Waste pipe calculus extensions

    International Nuclear Information System (INIS)

    O'Connell, W.J.

    1979-01-01

    The waste pipe calculus provides a rapid method, using Laplace transforms, to calculate the transport of a pollutant such as nuclear waste, by a network of one-dimensional flow paths. The present note extends previous work as follows: (1) It provides an alternate approximation to the time-domain function (inverse Laplace transform) for the resulting transport. This algebraic approximation may be viewed as a simpler and more approximate model of the transport process. (2) It identifies two scalar quantities which may be used as summary consequence measures of the waste transport (or inversely, waste retention) system, and provides algebraic expressions for them. (3) It includes the effects of radioactive decay on the scalar quantity results, and further provides simplifying approximations for the cases of medium and long half-lives. This algebraic method can be used for quick approximate analyses of expected results, uncertainty and sensitivity, in evaluating selection and design choices for nuclear waste disposal systems

  19. Solar chemical heat pipe

    International Nuclear Information System (INIS)

    Levy, M.; Levitan, R.; Rosin, H.; Rubin, R.

    1991-08-01

    The performance of a solar chemical heat pipe was studied using CO 2 reforming of methane as a vehicle for storage and transport of solar energy. The endothermic reforming reaction was carried out in an Inconel reactor, packed with a Rh catalyst. The reactor was suspended in an insulated box receiver which was placed in the focal plane of the Schaeffer Solar Furnace of the Weizman Institute of Science. The exothermic methanation reaction was run in a 6-stage adiabatic reactor filled with the same Rh catalyst. Conversions of over 80% were achieved for both reactions. In the closed loop mode the products from the reformer and from the metanator were compressed into separate storage tanks. The two reactions were run either separately or 'on-line'. The complete process was repeated for over 60 cycles. The overall performance of the closed loop was quite satisfactory and scale-up work is in progress in the Solar Tower. (authors). 35 refs., 2 figs

  20. Subsea pipe dream

    Energy Technology Data Exchange (ETDEWEB)

    Balcombe, Mark

    1988-09-22

    The Gulf of Mexico is famous today mainly for the ferocity of its hurricanes. But for anyone in the oil industry, it is also known for the vast array of oil pipelines that criss-cross its stormy waters, and for the large number of pipeline-laying barges which install them. Soon many of these vessels could be steaming to British waters - not to escape the weather, but to cash in on a bonanza of pipe-laying activity which could soon take place offshore northern Europe. The construction of new pipelines off the UK, Norway and Netherlands will, however, present a new range of challenges for pipeline designers and builders. First and foremost is the Piper Alpha platform disaster, which could saddle the UK offshore industry with a Pound 500 million-plus bill for the installation of emergency shutdown valves (ESVs) on existing lines.

  1. Atributos biológicos de dos suelos de Quibor con aplicación de abono orgánico y soluciones salinas

    OpenAIRE

    Mendoza, Betty; Florentino, Adriana; Hernández-Hernández, Rosa Mary; Aciego, Juan; Torres, Duilio; Vera, Elena

    2013-01-01

    La evaluación del efecto de la aplicación de abono orgánico y soluciones salinas sobre los atributos biológicos de suelos de Quibor estado Lara, Venezuela, uno bajo manejo convencional (CV) y otro bajo manejo conservacionista (CS), se realizó mediante un ensayo de invernadero. Se utilizaron tres dosis de materia orgánica (MO): 0, 15 y 30 Mg ha-1 y cuatro soluciones de riego (SR): testigo con agua (T), sulfato de calcio (SC), cloruro de sodio (CN) y la mezcla de sulfato de calcio con cloruro d...

  2. Metaestabilidad estructural a través de proyección térmica

    Directory of Open Access Journals (Sweden)

    Cano, I. G.

    2007-06-01

    écnicas entre las que se encuentra la proyección térmica. En concreto en este trabajo se ha empleado la Proyección por plasma (APS. Las fases de partida inmiscibles, son fundidas y homogeneizadas durante su corta estancia en la zona caliente del plasma. Seguidamente, las partículas fundidas y aceleradas por el plasma, se someten a un enfriamiento rápido o temple (quenching en un medio líquido, como el agua o en un substrato enfriado con nitrógeno líquido, formándose a través de este proceso las fases metaestables. El principal objetivo de este trabajo ha sido la obtención de polvos cerámicos metastables a través de la aplicación de APS y el establecimiento de un proceso de temple conducente a la formación de fases metastables así como la caracterización estructural de éstas. Como última etapa del trabajo se han estudiado los materiales nanoestructurados conseguidos tras realizar tratamientos térmicos.

  3. Superconducting pipes and levitating magnets.

    Science.gov (United States)

    Levin, Yan; Rizzato, Felipe B

    2006-12-01

    Motivated by a beautiful demonstration of the Faraday and the Lenz laws in which a small neodymium magnet falls slowly through a conducting nonferromagnetic tube, we consider the dynamics of a magnet falling coaxially through a superconducting pipe. Unlike the case of normal conducting pipes, in which the magnet quickly reaches the terminal velocity, inside a superconducting tube the magnet falls freely. On the other hand, to enter the pipe the magnet must overcome a large electromagnetic energy barrier. For sufficiently strong magnets, the barrier is so large that the magnet will not be able to penetrate it and will be levitated over the mouth of the pipe. We calculate the work that must done to force the magnet to enter a superconducting tube. The calculations show that superconducting pipes are very efficient at screening magnetic fields. For example, the magnetic field of a dipole at the center of a short pipe of radius a and length L approximately > a decays, in the axial direction, with a characteristic length xi approximately 0.26a. The efficient screening of the magnetic field might be useful for shielding highly sensitive superconducting quantum interference devices. Finally, the motion of the magnet through a superconducting pipe is compared and contrasted to the flow of ions through a trans-membrane channel.

  4. Loop Heat Pipe Startup Behaviors

    Science.gov (United States)

    Ku, Jentung

    2016-01-01

    A loop heat pipe must start successfully before it can commence its service. The startup transient represents one of the most complex phenomena in the loop heat pipe operation. This paper discusses various aspects of loop heat pipe startup behaviors. Topics include the four startup scenarios, the initial fluid distribution between the evaporator and reservoir that determines the startup scenario, factors that affect the fluid distribution between the evaporator and reservoir, difficulties encountered during the low power startup, and methods to enhance the startup success. Also addressed are the pressure spike and pressure surge during the startup transient, and repeated cycles of loop startup and shutdown under certain conditions.

  5. Leachate storage transport tanker loadout piping

    International Nuclear Information System (INIS)

    Whitlock, R.W.

    1994-01-01

    This report shows the modifications to the W-025 Trench No. 31 leachate loadout discharge piping, and also the steps involved in installing the discharge piping, including dimensions and welding information. The installation of the discharge pipe should be done in accordance to current pipe installation standards. Trench No. 31 is a radioactive mixed waste land disposal facility

  6. Determination of the pipe stemming load

    International Nuclear Information System (INIS)

    Cowin, S.C.

    1979-01-01

    A mechanical model for the emplacement pipe system is developed. The model is then employed to determine the force applied to the surface collar of the emplacement pipe, the pipe-stemming load, and the stress along the emplacement pipe as a function of stemming height. These results are presented as integrals and a method for their numerical integration is given

  7. Determination of Secondary Encasement Pipe Design Pressure

    Energy Technology Data Exchange (ETDEWEB)

    TEDESCHI, A.R.

    2000-10-26

    This document published results of iterative calculations for maximum tank farm transfer secondary pipe (encasement) pressure upon failure of the primary pipe. The maximum pressure was calculated from a primary pipe guillotine break. Results show encasement pipeline design or testing pressures can be significantly lower than primary pipe pressure criteria.

  8. Método de la cadena de Markov-remuestreo-punto de rompimiento estructural del crecimiento económico

    Directory of Open Access Journals (Sweden)

    Adrián Hernández-del-Valle

    2009-01-01

    Full Text Available Proponemos un método para la estimación de probabilidades “estructurales” de crecimiento y contracción económica, y lo aplicamos a México y los Estados Unidos. El método emplea cadenas de Markov con base en simulación y análisis de rompimientos estructurales. Según nuestro análisis, la probabilidad estructural de contracción real de la economía estadounidense en 2008 es de sólo 3%, aun en medio de toda la crisis hipotecaria. Por su parte, México se encuentra en una trampa de ingreso medio.

  9. Nitrogen heat pipe for cryocooler thermal shunt

    International Nuclear Information System (INIS)

    Prenger F.C.; Hill, D.D.; Daney, D.E.

    1996-01-01

    A nitrogen heat pipe was designed, built and tested for the purpose of providing a thermal shunt between the two stages of a Gifford-McMahan (GM) cryocooler during cooldown. The nitrogen heat pipe has an operating temperature range between 63 and 123 K. While the heat pipe is in this temperature range during the system cooldown, it acts as a thermal shunt between the first and second stage of the cryocooler. The heat pipe increases the heat transfer to the first stage of the cryocooler, thereby reducing the cooldown time of the system. When the heat pipe temperature drops below the triple point, the nitrogen working fluid freezes, effectively stopping the heat pipe operation. A small heat leak between cryocooler stages remains because of axial conduction along the heat pipe wall. As long as the heat pipe remains below 63 K, the heat pipe remains inactive. Heat pipe performance limits were measured and the optimum fluid charge was determined

  10. Pipe restraints for nuclear power plants

    International Nuclear Information System (INIS)

    Keever, R.E.; Broman, R.; Shevekov, S.

    1976-01-01

    A pipe restraint for nuclear power plants in which a support member is anchored on supporting surface is described. Formed in the support member is a semicylindrical wall. Seated on the semicylindrical wall is a ring-shaped pipe restrainer that has an inner cylindrical wall. The inner cylindrical wall of the pipe restrainer encircles the pressurized pipe. In a modification of the pipe restraint, an arched-shaped pipe restrainer is disposed to overlie a pressurized pipe. The ends of the arch-shaped pipe restrainer are fixed to support members, which are anchored in concrete or to a supporting surface. A strap depends from the arch-shaped pipe restrainer. The pressurized pipe is supported by the depending strap

  11. Consolidación estructural del edificio patrimonial de C/Ripoll, 25 de Barcelona - Ca la Dona

    Directory of Open Access Journals (Sweden)

    Bestraten, S.

    2012-12-01

    Full Text Available The building, found in 25th Ripoll Street, in Barcelona, is listed by the Special Plan for protection of architectural heritage of the Barcelona district, Ciutat Vella. In 2005, the Ca la Dona association with support from all Catalan public administrations, starts a restoration process under a sustainability criteria. An innovative structural intervention is performed consisting in a functional replacement of the existing floorings with cross-laminated timber panel, which, doesn’t change the overall load state of the building, making compatible the structural continuity of the existing load-bearing walls. This project opens a way to the prefabrication of solutions used in architectural restoration, allowing to adapt to regulatory constraints, along with considering current issues, such as, sustainability.

    El edificio de la calle Ripoll nº25 de Barcelona está catalogado por el Plan especial de protección del patrimonio arquitectónico del distrito barcelonés de Ciutat Vella. En 2005 la asociación Ca la Dona con el apoyo de todas las administraciones públicas catalanas inicia un proceso de rehabilitación con criterios de sostenibilidad. Se realiza una intervención estructural innovadora consistente en una sustitución funcional de forjados existentes con panel de madera contralaminada, que en general no modifica el estado de cargas del edificio haciendo compatible la continuidad estructural de los muros de carga existentes. Este proyecto abre un camino a la prefabricación en la rehabilitación arquitectónica, que permite su adaptación a los requerimientos normativos actuales y a su vez integra consideraciones tan actuales como la sostenibilidad.

  12. Diferencias individuales de los desempleados y constructos motivacionales: una relación de interdependencia predictora del desempleo estructural

    Directory of Open Access Journals (Sweden)

    SALVADOR MONTILLA PÉREZ

    2005-01-01

    Full Text Available El presente trabajo contribuye a explicar el "Desempleo Estructural" o "Paro de Larga Duración", analizando la relación entre las diferencias individuales de los desempleados (edad, sexo, tiempo en desempleo, nivel académico y experiencia profesional y dos de los constructos motivacionales que mejor comportamiento han demostrado a la hora de predecir el desarrollo de conductas de búsqueda y la inserción profesional: las Expectativas (Éxito, Autoeficacia y Locus de Control y los Condicionamientos Sociofamiliares (Centralidad del Empleo y Limitaciones. La muestra estaba formada por 404 demandantes inscritos en las oficinas del Servicio Andaluz de Empleo (SAE de la provincia de Jaén. Los resultados confirman, que las diferencias individuales intervienen modulando las actitudes y motivación hacia el trabajo. Definiéndose, entre los desempleados, unos colectivos que comparten unas bajas expectativas de encontrar empleo y/o unos menores compromisos hacia el mismo, colectivos estos, que coinciden con los que integran el denominado: "Desempleo Estructural". Estas conclusiones suponen un apoyo a las tesis del Construccionismo Social y refuerzan, empíricamente, algunas de las medidas puestas en marcha desde las instituciones europeas, planteando la necesidad de una intervención psicosocial, como medida eficaz, para luchar contra el desempleo de larga duración y la desigualdad de oportunidades en el acceso a un trabajo, perfectamente desarrollable, dentro del marco de actuación de las acciones de Orientación Profesional como Política Activa de Empleo.

  13. B Plant process piping replacement feasibility study

    International Nuclear Information System (INIS)

    Howden, G.F.

    1996-01-01

    Reports on the feasibility of replacing existing embedded process piping with new more corrosion resistant piping between cells and between cells and a hot pipe trench of a Hanford Site style canyon facility. Provides concepts for replacement piping installation, and use of robotics to replace the use of the canyon crane as the primary means of performing/supporting facility modifications (eg, cell lining, pipe replacement, equipment reinstallation) and operational maintenenace

  14. Flow induced vibrations of piping

    International Nuclear Information System (INIS)

    Gibert, R.J.; Axisa, F.

    1977-01-01

    In order to design the supports of piping systems, estimations of the vibrations induced by the fluid conveyed through the pipes are generally needed. For that purpose it is necessary to calculate the model parameters of liquid containing pipes. In most computer codes, fluid effects are accounted for just by adding the fluid mass to the structure. This may lead to serious errors. This paper presents a method to take into account these effects, by solving a coupled mechanical-acoustical problem: the computer code TEDEL of the C.E.A /D.E.M.T. System, based on the finite-elements method, has been extended to calculate simultaneously the pressure fluctuations in the fluid and the vibrations of the pipe. By this way the mechanical-acoustical coupled eigenmodes of any piping system can be obtained. These eigenmodes are used to determine the response of the system to various sources. Equations have been written in the hypohesis that acoustical wave lengths remain large compared to the diameter of the pipe. The method has been checked by an experiment performed on the GASCOGNE loop at D.E.M.T. The piping system under test consists of a tube with four elbows. The circuit is ended at each extremity by a large vessel which performs acoustical isolation by generating modes for the pressure. Excitation of the circuit is caused by a valve located near the downstream vessel. This provides an efficient localised broad band acoustical source. The comparison between the test results and the calculations has shown that the low frequency resonant characteristics of the pipe and the vibrational amplitude at various flow-rates can be correctly predicted

  15. Heat pipe turbine vane cooling

    Energy Technology Data Exchange (ETDEWEB)

    Langston, L.; Faghri, A. [Univ. of Connecticut, Storrs, CT (United States)

    1995-10-01

    The applicability of using heat pipe principles to cool gas turbine vanes is addressed in this beginning program. This innovative concept involves fitting out the vane interior as a heat pipe and extending the vane into an adjacent heat sink, thus transferring the vane incident heat transfer through the heat pipe to heat sink. This design provides an extremely high heat transfer rate and an uniform temperature along the vane due to the internal change of phase of the heat pipe working fluid. Furthermore, this technology can also eliminate hot spots at the vane leading and trailing edges and increase the vane life by preventing thermal fatigue cracking. There is also the possibility of requiring no bleed air from the compressor, and therefore eliminating engine performance losses resulting from the diversion of compressor discharge air. Significant improvement in gas turbine performance can be achieved by using heat pipe technology in place of conventional air cooled vanes. A detailed numerical analysis of a heat pipe vane will be made and an experimental model will be designed in the first year of this new program.

  16. Reliability analysis of stiff versus flexible piping

    International Nuclear Information System (INIS)

    Lu, S.C.

    1985-01-01

    The overall objective of this research project is to develop a technical basis for flexible piping designs which will improve piping reliability and minimize the use of pipe supports, snubbers, and pipe whip restraints. The current study was conducted to establish the necessary groundwork based on the piping reliability analysis. A confirmatory piping reliability assessment indicated that removing rigid supports and snubbers tends to either improve or affect very little the piping reliability. The authors then investigated a couple of changes to be implemented in Regulatory Guide (RG) 1.61 and RG 1.122 aimed at more flexible piping design. They concluded that these changes substantially reduce calculated piping responses and allow piping redesigns with significant reduction in number of supports and snubbers without violating ASME code requirements. Furthermore, the more flexible piping redesigns are capable of exhibiting reliability levels equal to or higher than the original stiffer design. An investigation of the malfunction of pipe whip restraints confirmed that the malfunction introduced higher thermal stresses and tended to reduce the overall piping reliability. Finally, support and component reliabilities were evaluated based on available fragility data. Results indicated that the support reliability usually exhibits a moderate decrease as the piping flexibility increases. Most on-line pumps and valves showed an insignificant reduction in reliability for a more flexible piping design

  17. Hipnoterapia y terapia breve centrada en soluciones aplicada a síntomas por abuso sexual infantil: Un estudio de caso

    OpenAIRE

    Sánchez, Teresa; Téllez, Arnoldo

    2016-01-01

    En el estudio de caso que se presenta se aplicaron estrategias de hipnosis clínica en un contexto de intervención de terapia breve centrada en soluciones a un paciente de 40 años, víctima de abuso sexual infantil. El paciente presentaba cambios en s

  18. Piping inspection round robin

    International Nuclear Information System (INIS)

    Heasler, P.G.; Doctor, S.R.

    1996-04-01

    The piping inspection round robin was conducted in 1981 at the Pacific Northwest National Laboratory (PNNL) to quantify the capability of ultrasonics for inservice inspection and to address some aspects of reliability for this type of nondestructive evaluation (NDE). The round robin measured the crack detection capabilities of seven field inspection teams who employed procedures that met or exceeded the 1977 edition through the 1978 addenda of the American Society of Mechanical Engineers (ASME) Section 11 Code requirements. Three different types of materials were employed in the study (cast stainless steel, clad ferritic, and wrought stainless steel), and two different types of flaws were implanted into the specimens (intergranular stress corrosion cracks (IGSCCs) and thermal fatigue cracks (TFCs)). When considering near-side inspection, far-side inspection, and false call rate, the overall performance was found to be best in clad ferritic, less effective in wrought stainless steel and the worst in cast stainless steel. Depth sizing performance showed little correlation with the true crack depths

  19. Algunas soluciones de estructuras de hormigón armado formadas por piezas premoldeadas

    Directory of Open Access Journals (Sweden)

    Fisac, Miguel

    1963-04-01

    Full Text Available In this paper a description is given, more graphic than analytical, of the various prefabricated units, made of concrete, which could be useful both for structural and plastic purposes in architecture. If prefabrication is to be effective it is essential that similar parts should be repeated in large numbers: it is then that the economic advantage becomes noticeable. At present much attention is given to precast units which are suitable as form forming, or shaping units. But this involves difficulties, since the form originates in problems of strength and stability, and precast units must consequently adapt themselves to these requirements. Another question is the need that precast units should be easy to mould, and to produce in quantity, if they are to have advantage over other constructional media. There are also problems related to the handling, transport and storing of precast units, A unit which is very effective within a total structure may prove, for instance, very fragile when handled separately. It should also be essential that precast units have definite attachment points, from which it can be lifted and moved, to its final position. It will be appreciated that if precast units are to be really useful they must satisfy certain minimum requirements, both architectural and civil, whose attainment will require special care and study in their design. The author attempts to contribute in this sense and so give support to the large section of the building industry which would like to see a full exploitation of the obvious practical advantages which prefabrication offers.En este trabajo se exponen, dando mayor extensión y cabida a la parte gráfica que a la analítica, las distintas formas de piezas prefabricadas, utilizando el hormigón como material, que podrían constituir una solución práctica en su doble aspecto: el resistente o estructural y el formal. Para que la prefabricación tenga una apropiada aplicación es necesario que la

  20. EFECTO DE ALCOHOLES Y POLIOLES SOBRE LA ESTABILIDAD ESTRUCTURAL DE LA beta-LACTOGLOBULINA EN SOLUCIÓN ACUOSA

    Directory of Open Access Journals (Sweden)

    Giraldo Gloria I.

    2010-09-01

    Full Text Available En este trabajo se presenta un estudio sistemático sobre el efecto del incremento en el número de grupos OH de alcoholes y polioles de cuatro carbonos sobre las propiedades conformacionales de la beta-lactoglobulina. Los cambios en el comportamiento de las soluciones acuosas de la proteína por la adición de 1-butanol, 1,2 butanodiol, 1,2,4-butanotriol y 1,2,3,4-butanotetrol fueron determinados por espectroscopia UV, de fluorescencia y DC en el UV lejano, y en el UV cercano a 298,15 K. Los resultados muestran que el butanol ejerce una mayor modificación en la estructura de la proteína y el efecto va disminuyendo a medida que se incrementa el número de grupos OH.

  1. Análisis y soluciones al problema de la vivienda en el Perú

    Directory of Open Access Journals (Sweden)

    Graña Miró Quesada, José

    1984-07-01

    plan for housing on a long-term basis.Al analizar la situación de la vivienda en el Perú encontraremos problemas comunes a todos los países Iberoamericanos, pero dramáticamente aleccionadores debido a la gravedad con que se presentan: tugurización, grave déficit de viviendas y más grave déficit de servicios. Barrios enteros de viviendas construidas por sus propios pobladores, a medio terminar y sin agua potable. Y el déficit sigue aumentando, y las soluciones se alejan de nuestra limitada capacidad de inversión, cada vez más restringida por el tremendo peso de la deuda externa. El Estado realiza obras sustituyendo la iniciativa privada; se ha abocado a la construcción de conjuntos habitacionales, que al plantear competencia subsidiada y absorber los recursos disponibles, han paralizado prácticamente el aporte privado, que era mayor; y se están descuidando las obras de infraestructura de agua potable, que sólo el Estado se encuentra en la aptitud y el deber de solucionar. Tenemos una Ley de Inquilinato que, al imponer topes y controles a los alquileres, ha creado una situación de virtual estancamiento en este campo. Y a pesar de que sólo mediante una ley adecuada se podría atraer importantes inversiones, nos falta la madurez y la autoridad política para ello. Analizaremos estos y otros problemas relativos a la vivienda en el Perú, y veremos algunas propuestas de solución originales como un Banco de Materiales, de gran éxito a sólo cuatro años de su creación, o las Mutuales de Alquiler, destinadas a ampliar el número de propietarios para darle la necesaria garantía política al sistema. Veremos cómo para poder atender una de las necesidades más sentidas de la población, dentro de nuestras limitaciones de inversión y nuestras limitaciones políticas, sería necesario definir claramente el ámbito del Estado y propiciar la inversión privada, mediante un plan nacional de vivienda completo, coherente y de largo plazo.

  2. Automated ultrasonic pipe weld inspection. Part 1

    International Nuclear Information System (INIS)

    Karl Deutsch, W.A.; Schulte, P.; Joswig, M.; Kattwinkel, R.

    2006-01-01

    This article contains a brief overview on automated ultrasonic welded inspection for various pipe types. Some inspection steps might by carried out with portable test equipment (e.g. pipe and test), but the weld inspection in all internationally relevant specification must be automated. The pipe geometry, the production process, and the pipe usage determine the number of required probes. Recent updates for some test specifications enforce a large number of ultrasonic probes, e.g. the Shell standard. Since seamless pipes are sometimes replaced by ERW pipes and LSAW pipes (in both cases to save production cost), the inspection methods change gradually between the various pipe types. Each testing system is unique and shows its specialties which have to be discussed by supplier, testing system user and final customer of the pipe. (author)

  3. Pipe line construction for reactor containment buildings

    International Nuclear Information System (INIS)

    Aoki, Masataka; Yoshinaga, Toshiaki

    1978-01-01

    Purpose: To prevent the missile phenomenon caused by broken fragments due to pipe whip phenomenon in a portion of pipe lines connected to a reactor containment from prevailing to other portions. Constitution: Various pipe lines connected to the pressure vessel are disposed at the outside of the containments and they are surrounded with a plurality of protection partition walls respectively independent from each other. This can eliminate the effect of missile phenomena upon pipe rupture from prevailing to the pipe lines and instruments. Furthermore this can afford sufficient spaces for the pipe lines, as well as for earthquake-proof supports. (Horiuchi, T.)

  4. Development of new damping devices for piping

    International Nuclear Information System (INIS)

    Kobayashi, Hiroe

    1991-01-01

    An increase of the damping ratio is known to be very effective for the seismic design of a piping system. Increasing the damping ratio and reducing the seismic response of the piping system, the following three types of damping devices for piping systems are introduced: (1) visco-elastic damper, (2) elasto-plastic damper and (3) compact dynamic damper. The dynamic characteristics of these damping devices were investigated by the component test and the applicability of them to the piping system was confirmed by the vibration test using a three dimensional piping model. These damping devices are more effective than mechanical snubbers to reduce the vibration of the piping system. (author)

  5. Flow induced vibrations of piping

    International Nuclear Information System (INIS)

    Gibert, R.J.; Axisa, F.

    1977-01-01

    In order to design the supports of piping systems, estimations of the vibrations induced by the fluid conveyed through the pipes are generally needed. For that purpose it is necessary to calculate the model parameters of liquid containing pipes. In most computer codes, fluid effects are accounted for just by adding the fuid mass to the structure. This may lead to serious errors.- Inertial effects from the fluid are not correctly evaluated especially in the case of bended or of non-uniform section pipes. Fluid boundary conditions are simply ignored. - In many practical problems fluid compressibility cannot be negelcted, even in the low frequencies domain which corresponds to efficient excitation by turbulent sources of the flow. This paper presents a method to take into account these efects, by solving a coupled mechanical acoustical problem: the computer code TEDEL of the C.E.A./D.E.M.T. System, based on the finite-elements method, has been extended to calculate simultaneously the pressure fluctuations in the fluid and the vibrations of the pipe. (Auth.)

  6. Pipe crawler with extendable legs

    International Nuclear Information System (INIS)

    Zollinger, W.T.

    1992-01-01

    A pipe crawler for moving through a pipe in inchworm fashion having front and rear leg assemblies separated by air cylinders to increase and decrease the spacing between assemblies. Each leg of the four legs of an assembly is moved between a wall-engaging, extended position and a retracted position by a separate air cylinder. The air cylinders of the leg assemblies are preferably arranged in pairs of oppositely directed cylinders with no pair lying in the same axial plane as another pair. Therefore, the cylinders can be as long as a leg assembly is wide and the crawler can crawl through sections of pipes where the diameter is twice that of other sections. The crawler carries a valving system, a manifold to distribute air supplied by a single umbilical air hose to the various air cylinders in a sequence controlled electrically by a controller. The crawler also utilizes a rolling mechanism, casters in this case, to reduce friction between the crawler and pipe wall thereby further extending the range of the pipe crawler. 8 figs

  7. Pipe crawler with extendable legs

    Science.gov (United States)

    Zollinger, W.T.

    1992-06-16

    A pipe crawler for moving through a pipe in inchworm fashion having front and rear leg assemblies separated by air cylinders to increase and decrease the spacing between assemblies. Each leg of the four legs of an assembly is moved between a wall-engaging, extended position and a retracted position by a separate air cylinder. The air cylinders of the leg assemblies are preferably arranged in pairs of oppositely directed cylinders with no pair lying in the same axial plane as another pair. Therefore, the cylinders can be as long as a leg assembly is wide and the crawler can crawl through sections of pipes where the diameter is twice that of other sections. The crawler carries a valving system, a manifold to distribute air supplied by a single umbilical air hose to the various air cylinders in a sequence controlled electrically by a controller. The crawler also utilizes a rolling mechanism, casters in this case, to reduce friction between the crawler and pipe wall thereby further extending the range of the pipe crawler. 8 figs.

  8. Microcomputer generated pipe support calculations

    International Nuclear Information System (INIS)

    Hankinson, R.F.; Czarnowski, P.; Roemer, R.E.

    1991-01-01

    The cost and complexity of pipe support design has been a continuing challenge to the construction and modification of commercial nuclear facilities. Typically, pipe support design or qualification projects have required large numbers of engineers centrally located with access to mainframe computer facilities. Much engineering time has been spent repetitively performing a sequence of tasks to address complex design criteria and consolidating the results of calculations into documentation packages in accordance with strict quality requirements. The continuing challenges of cost and quality, the need for support engineering services at operating plant sites, and the substantial recent advances in microcomputer systems suggested that a stand-alone microcomputer pipe support calculation generator was feasible and had become a necessity for providing cost-effective and high quality pipe support engineering services to the industry. This paper outlines the preparation for, and the development of, an integrated pipe support design/evaluation software system which maintains all computer programs in the same environment, minimizes manual performance of standard or repetitive tasks, and generates a high quality calculation which is consistent and easily followed

  9. Control de bacteriemia nosocomial pediátrica mediante un programa de cultivo de soluciones parenterales en uso Pediatric nosocomial bacteremia control program based on culturing in use parenteral infusions

    OpenAIRE

    Juan M. Muñoz; Alejandro E. Macías; Francisco J. Guerrero; Isabel Hernández; Humberto Medina; Enrique Vargas

    1999-01-01

    OBJETIVO. Dado que Klebsiella, Enterobacter y Serratia se multiplican en soluciones parenterales y son responsables de una elevada proporción de bacteriemias en los hospitales de México, se propone una estrategia de control mediante la vigilancia microbiológica de las soluciones en uso. MATERIAL Y MÉTODOS. Hospital de enseñanza de segundo nivel con 193 camas. Atiende principalmente pacientes de escasos recursos. En 1992 se inició la vigilancia de la esterilidad de las soluciones parenterales ...

  10. Flexibility of trunnion piping elbows

    International Nuclear Information System (INIS)

    Lewis, G.D.; Chao, Y.J.

    1987-01-01

    Flexibility factors and stress indices for piping component such as straight pipe, elbows, butt-welding tees, branch connections, and butt-welding reducers are contained in the code, but many of the less common piping components, like the trunnion elbow, do not have flexibility factors or stress indices defined. The purpose of this paper is to identify the in-plane and out-of-plane flexibility factors in accordance with code procedures for welded trunnions attached to the tangent centerlines of long radius elbows. This work utilized the finite element method as applicable to plates and shells for calculating the relative rotations of the trunnion elbow-ends for in-plane and out-of-plane elbow moment loadings. These rotations are used to derive the corresponding in-plane and out-of-plane flexibility factors. (orig./GL)

  11. Pipe Lines – External Corrosion

    Directory of Open Access Journals (Sweden)

    Dan Babor

    2008-01-01

    Full Text Available Two areas of corrosion occur in pipe lines: corrosion from the medium carried inside the pipes; corrosion attack upon the outside of the pipes (underground corrosion. Electrolytic processes are also involved in underground corrosion. Here the moisture content of the soil acts as an electrolyte, and the ions required to conduct the current are supplied by water-soluble salts (chlorides, sulfates, etc. present in the soil. The nature and amount of these soluble materials can vary within a wide range, which is seen from the varying electrical conductivity and pH (varies between 3 and 10. Therefore the characteristics of a soil will be an important factor in under-ground corrosion.

  12. Algunas consideraciones sobre el análisis input-output de descomposición estructural aplicado a los casos de Andalucía y Madrid

    Directory of Open Access Journals (Sweden)

    José Manuel Rueda Cantuche

    2000-01-01

    Full Text Available El proceso de comparación estructural de una economía a través de la cantidad absoluta de valor añadido y del empleo nos arroja una serie de interrogantes sobre las distintas fuentes de variaciones estructurales en los procesos productivos a nivel sectorial entre dos regiones distintas. El análisis input-output de descomposición estructural estudia dichas fuentes a partir de cuatro diferentes tipos de orígenes: la diferencia de procesos tecnológicos, la demanda final interior, el comercio exterior y la productividad del trabajo. En nuestro documento pretendemos arrojar cierta luz sobre las diferencias estructurales entre regiones caracterizadas por economías de aglomeración Madrid y regiones menos desarrolladas (Andalucía a la luz del análisis input-output.

  13. Enhanced seismic criteria for piping

    International Nuclear Information System (INIS)

    Touboul, F. . E-mail francoise.touboul@cea.fr; Blay, N.; Sollogoub, P.; Chapuliot, S.

    2006-01-01

    In situ or laboratory experiments have shown that piping systems exhibit satisfactory seismic behavior. Seismic motion is not severe enough to significantly damage piping systems unless large differential motions of anchorage are imposed. Nevertheless, present design criteria for piping are very severe and require a large number of supports, which creates overly rigid piping systems. CEA, in collaboration with EDF, FRAMATOME and IRSN, has launched a large R and D program on enhanced design methods which will be less severe, but still conservative, and compatible with defect justification during operation. This paper presents the background of the R and D work on this matter, and CEA proposed equations. Our approach is based on the difference between the real behavior (or the best estimated computed one) with the one supposed by codified methods. Codified criteria are applied on an elastically calculated behavior that can be significantly different from the real one: the effect of plasticity may be very meaningful, even with low incursion in the plastic domain. Moreover, and particularly in piping systems, the elastic follow-up effect affects stress distribution for both seismic and thermal loads. For seismic load, we have proposed to modify the elastic moment limitation, based on the interpretation of experimental results on piping systems. The methods have been validated on more industrial cases, and some of the consequences of the changes have been studied: modification of the drawings and of the number of supports, global displacements, forces in the supports, stability of potential defects, etc. The basic aim of the studies undertaken is to make a decision on the stress classification problem, one that is not limited to seismic induced stresses, and to propose simplified methods for its solution

  14. Modelo de comportamiento estructural de muros entramados de madera en el siglo XIX en España

    Directory of Open Access Journals (Sweden)

    Santa Cruz-Astorqui, J.

    2014-12-01

    Full Text Available In this article the structural behavior of a timber- framed wall is analysed. The wall is composed by a timber grid of vertical parts (posts and horizontal elements (beams, whose panels are normally filled with plaster rubble. This system was widely used as a load-bearing wall system in the Spanish residential buildings between the 17th and 19th centuries. The research concludes that the loads are transmitted mainly through the infills by vertical compression, and that the deformation of the beams by bending is negligible, except in those cases in which there is no infill at the bottom. Also, using numerical simulation by finite elements, a formula determining the percentage of total loads absorbed by posts and infills is obtained depending on their rigidity to compression, so as to quantify the stress state of them. This is a fundamental aspect in the design and dimensioning of reinforcements in structural rehabilitation.En este artículo se analiza el comportamiento estructural del muro entramado de madera. Muro compuesto de una retícula de piezas verticales (pies derechos y horizontales (carreras, cuyos cuarteles se rellenan normalmente con yesones. Este sistema es ampliamente utilizado como muro portante en la edificación residencial española entre los siglos XVII y XIX. Del análisis, se concluye que las cargas se transmiten principalmente a través de los rellenos por compresión vertical, y que la colaboración de las carreras por flexión es despreciable, salvo en aquellos casos en los que no exista el relleno del cuartel inferior. Además, mediante la simulación numérica por elementos finitos, se obtiene una expresión que determina el porcentaje de carga total que absorben los pies derechos y los rellenos en función de sus rigideces a compresión, con el objeto de cuantificar el estado tensional de los mismos, aspecto fundamental en el diseño y dimensionamiento de refuerzos en rehabilitación estructural.

  15. Introduction to Loop Heat Pipes

    Science.gov (United States)

    Ku, Jentung

    2015-01-01

    This is the presentation file for the short course Introduction to Loop Heat Pipes, to be conducted at the 2015 Thermal Fluids and Analysis Workshop, August 3-7, 2015, Silver Spring, Maryland. This course will discuss operating principles and performance characteristics of a loop heat pipe. Topics include: 1) pressure profiles in the loop; 2) loop operating temperature; 3) operating temperature control; 4) loop startup; 4) loop shutdown; 5) loop transient behaviors; 6) sizing of loop components and determination of fluid inventory; 7) analytical modeling; 8) examples of flight applications; and 9) recent LHP developments.

  16. Seismic design of piping systems

    International Nuclear Information System (INIS)

    Anglaret, G.; Beguin, J.L.

    1986-01-01

    This paper deals with the method used in France for the PWR nuclear plants to derive locations and types of supports of auxiliary and secondary piping systems taking earthquake in account. The successive steps of design are described, then the seismic computation method and its particular conditions of applications for piping are presented. The different types of support (and especially seismic ones) are described and also their conditions of installation. The method used to compare functional tests results and computation results in order to control models is mentioned. Some experiments realised on site or in laboratory, in order to validate models and methods, are presented [fr

  17. Energy absorbers as pipe supports

    International Nuclear Information System (INIS)

    Khlafallah, M.Z.; Lee, H.M.

    1985-01-01

    With the exception of springs, pipe supports currently in use are designed with the intent of maintaining their rigidity under load. Energy dissipation mechanisms in these pipe supports result in system damping on the order presented by Code Case N-411 of ASME Section III code. Examples of these energy dissipation mechanisms are fluids and gaps in snubbers, gaps in frame supports, and friction in springs and frame supports. If energy absorbing supports designed in accordance with Code Case N-420 are used, higher additional damping will result

  18. Research program plan: piping. Volume 3

    International Nuclear Information System (INIS)

    Vagins, M.; Strosnider, J.

    1985-07-01

    Regulatory issues related to piping can be divided into the three areas of pipe cracking, postulated design basis pipe breaks, and design of piping for seismic and other dynamic loads. The first two of these issues are in the domain of the Materials Engineering Branch (MEBR), while the last of the three issues is the responsibility of the Mechanical/Structural Engineering Branch. This volume of the MEBR Research Plan defines the critical aspects of the pipe cracking and postulated design basis pipe break issues and identifies those research efforts and results necessary for their resolution. In general, the objectives of the MERB Piping Research Program are to provide experimentally validated analytic techniques and appropriate material properties characterization methods and data to support regulatory activities related to evaluating and ensuring piping integrity

  19. Performance evaluation of buried pipe installation.

    Science.gov (United States)

    2010-05-01

    The purpose of this study is to determine the effects of geometric and mechanical parameters characterizing the soil structure interaction developed in a buried pipe installation located under roads/highways. The drainage pipes or culverts installed ...

  20. Review of nuclear piping seismic design requirements

    International Nuclear Information System (INIS)

    Slagis, G.C.; Moore, S.E.

    1994-01-01

    Modern-day nuclear plant piping systems are designed with a large number of seismic supports and snubbers that may be detrimental to plant reliability. Experimental tests have demonstrated the inherent ruggedness of ductile steel piping for seismic loading. Present methods to predict seismic loads on piping are based on linear-elastic analysis methods with low damping. These methods overpredict the seismic response of ductile steel pipe. Section III of the ASME Boiler and Pressure Vessel Code stresses limits for piping systems that are based on considerations of static loads and hence are overly conservative. Appropriate stress limits for seismic loads on piping should be incorporated into the code to allow more flexible piping designs. The existing requirements and methods for seismic design of piping systems, including inherent conservations, are explained to provide a technical foundation for modifications to those requirements. 30 refs., 5 figs., 3 tabs

  1. Failure Analysis Of Industrial Boiler Pipe

    International Nuclear Information System (INIS)

    Natsir, Muhammad; Soedardjo, B.; Arhatari, Dewi; Andryansyah; Haryanto, Mudi; Triyadi, Ari

    2000-01-01

    Failure analysis of industrial boiler pipe has been done. The tested pipe material is carbon steel SA 178 Grade A refer to specification data which taken from Fertilizer Company. Steps in analysis were ; collection of background operation and material specification, visual inspection, dye penetrant test, radiography test, chemical composition test, hardness test, metallography test. From the test and analysis result, it is shown that the pipe failure caused by erosion and welding was shown porosity and incomplete penetration. The main cause of failure pipe is erosion due to cavitation, which decreases the pipe thickness. Break in pipe thickness can be done due to decreasing in pipe thickness. To anticipate this problem, the ppe will be replaced with new pipe

  2. Corrosion of Spiral Rib Aluminized Pipe : [Summary

    Science.gov (United States)

    2012-01-01

    Large diameter, corrugated steel pipes are a common sight in the culverts that run alongside many Florida roads. Spiral-ribbed aluminized pipe (SRAP) has been widely specified by the Florida Department of Transportation (FDOT) for runoff drainage. Th...

  3. Corrosion of Spiral Rib Aluminized Pipe

    Science.gov (United States)

    2012-08-01

    Large diameter, corrugated steel pipes are a common sight in the culverts that run alongside many Florida roads. Spiral-ribbed aluminized pipe (SRAP) has been widely specified by the Florida Department of Transportation (FDOT) for runoff drainage. Th...

  4. Laboratory exercises on oscillation modes of pipes

    Science.gov (United States)

    Haeberli, Willy

    2009-03-01

    This paper describes an improved lab setup to study the vibrations of air columns in pipes. Features of the setup include transparent pipes which reveal the position of a movable microphone inside the pipe; excitation of pipe modes with a miniature microphone placed to allow access to the microphone stem for open, closed, or conical pipes; and sound insulation to avoid interference between different setups in a student lab. The suggested experiments on the modes of open, closed, and conical pipes, the transient response of a pipe, and the effect of pipe diameter are suitable for introductory physics laboratories, including laboratories for nonscience majors and music students, and for more advanced undergraduate laboratories. For honors students or for advanced laboratory exercises, the quantitative relation between the resonance width and damping time constant is of interest.

  5. Analysis of Municipal Pipe Network Franchise Institution

    Science.gov (United States)

    Yong, Sun; Haichuan, Tian; Feng, Xu; Huixia, Zhou

    Franchise institution of municipal pipe network has some particularity due to the characteristic of itself. According to the exposition of Chinese municipal pipe network industry franchise institution, the article investigates the necessity of implementing municipal pipe network franchise institution in China, the role of government in the process and so on. And this offers support for the successful implementation of municipal pipe network franchise institution in China.

  6. Apparatus for measuring total flow in pipes

    International Nuclear Information System (INIS)

    Matthews, H.

    1986-01-01

    To obtain a sample representative of the total flow in a pipe over a given period a Pitot tube is located in the pipe and connected to a collector outside the pipe. The collector is pressurised to a pressure substantially equal to the static head of the flow in the pipe via a line. Liquid is discharged from a collector to a container which is vented to atmosphere. (author)

  7. Review: heat pipe heat exchangers at IROST

    OpenAIRE

    E. Azad

    2012-01-01

    The use of the heat pipe as a component in a heat recovery device has gained worldwide acceptance. Heat pipes are passive, highly reliable and offer high heat transfer rates. This study summarizes the investigation of different types of heat pipe heat recovery systems (HPHRSs). The studies are classified on the basis of the type of the HPHRS. This research is based on 30 years of experience on heat pipe and heat recovery systems that are presented in this study. Copyright , Oxford University ...

  8. Radiation transmission pipe thickness measurement system

    International Nuclear Information System (INIS)

    Higashi, Yasuhiko

    2010-01-01

    Fuji Electric Systems can be measured from the outer insulation of the transmission Characteristics and radiation detection equipment had been developed that can measure pipe wall thinning in plant and running, the recruitment of another three-beam calculation method by pipe thickness measurement system was developed to measure the thickness of the pipe side. This equipment has been possible to measure the thickness of the circumferential profile of the pipe attachment by adopting automatic rotation. (author)

  9. Seismic analysis of nuclear piping system

    International Nuclear Information System (INIS)

    Shrivastava, S.K.; Pillai, K.R.V.; Nandakumar, S.

    1975-01-01

    To illustrate seismic analysis of nuclear power plant piping, a simple piping system running between two floors of the reactor building is assumed. Reactor building floor response is derived from time-history method. El Centre earthquake (1940) accelerogram is used for time-history analysis. The piping system is analysed as multimass lumped system. Behaviour of the pipe during the said earthquake is discussed. (author)

  10. PIPE STRESS and VERPIP codes for stress analysis and verifications of PEC reactor piping

    International Nuclear Information System (INIS)

    Cesari, F.; Ferranti, P.; Gasparrini, M.; Labanti, L.

    1975-01-01

    To design LMFBR piping systems following ASME Sct. III requirements unusual flexibility computer codes are to be adopted to consider piping and its guard-tube. For this purpose PIPE STRESS code previously prepared by Southern-Service, has been modified. Some subroutine for detailed stress analysis and principal stress calculations on all the sections of piping have been written and fitted in the code. Plotter can also be used. VERPIP code for automatic verifications of piping as class 1 Sct. III prescriptions has been also prepared. The results of PIPE STRESS and VERPIP codes application to PEC piping are in section III of this report

  11. 46 CFR 61.15-5 - Steam piping.

    Science.gov (United States)

    2010-10-01

    ... 46 Shipping 2 2010-10-01 2010-10-01 false Steam piping. 61.15-5 Section 61.15-5 Shipping COAST... Periodic Tests of Piping Systems § 61.15-5 Steam piping. (a) Main steam piping shall be subjected to a... removed and the piping thoroughly examined. (b) All steam piping subject to pressure from the main boiler...

  12. 46 CFR 154.660 - Pipe welding.

    Science.gov (United States)

    2010-10-01

    ... 46 Shipping 5 2010-10-01 2010-10-01 false Pipe welding. 154.660 Section 154.660 Shipping COAST GUARD, DEPARTMENT OF HOMELAND SECURITY (CONTINUED) CERTAIN BULK DANGEROUS CARGOES SAFETY STANDARDS FOR... § 154.660 Pipe welding. (a) Pipe welding must meet Part 57 of this chapter. (b) Longitudinal butt welds...

  13. 49 CFR 195.424 - Pipe movement.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 3 2010-10-01 2010-10-01 false Pipe movement. 195.424 Section 195.424... PIPELINE Operation and Maintenance § 195.424 Pipe movement. (a) No operator may move any line pipe, unless... in the line section involved are joined by welding unless— (1) Movement when the pipeline does not...

  14. 49 CFR 236.712 - Brake pipe.

    Science.gov (United States)

    2010-10-01

    ... OF SIGNAL AND TRAIN CONTROL SYSTEMS, DEVICES, AND APPLIANCES Definitions § 236.712 Brake pipe. A pipe running from the engineman's brake valve through the train, used for the transmission of air under... 49 Transportation 4 2010-10-01 2010-10-01 false Brake pipe. 236.712 Section 236.712 Transportation...

  15. Smoking water pipe is injurious to lungs

    DEFF Research Database (Denmark)

    Sivapalan, Pradeesh; Ringbæk, Thomas; Lange, Peter

    2014-01-01

    This review describes the pulmonary consequences of water pipe smoking. Smoking water pipe affects the lung function negatively, is significantly associated with chronic obstructive pulmonary disease and increases the risk of lung infections. Case reports suggest that regular smokers of water pipe...

  16. Leachate storage transport tanker loadout piping

    International Nuclear Information System (INIS)

    Whitlock, R.W.

    1994-01-01

    This report contains schematic drawings for the pipe fittings for the Hanford waste tanks. Included are the modifications to the W-025 trench number-sign 31 leachate loadout piping, and also the modifications to the tanker trailers. The piping was modified to prevent spillage to the environment. The tankers were modified for loading and unloading purposes

  17. Nuclear class 1 piping stress analysis

    International Nuclear Information System (INIS)

    Lucas, J.C.R.; Maneschy, J.E.; Mariano, L.A.; Tamura, M.

    1981-01-01

    A nuclear class 1 piping stress analysis, according to the ASME code, is presented. The TRHEAT computer code has been used to determine the piping wall thermal gradient. The Nupipe computer code was employed for the piping stress analysis. Computer results were compared with the allowable criteria from the ASME code. (Author) [pt

  18. La condición juvenil en Colombia: entre violencia estructural y acción colectiva

    Directory of Open Access Journals (Sweden)

    Nicolás Aguilar-Forero

    2015-01-01

    Full Text Available En este artículo exponemos una reflexión acerca de la condiciónjuvenil en el mundo contemporáneo, centrando la atención en Colombia y en algunos de los efectosde la violencia estructural en la vida de los jóvenes y las jóvenes. Argumentamos que, si bien lacondición juvenil está atravesada por toda clase de adversidades asociadas a la precariedadeconómica y vital, a la incertidumbre frente al futuro, al desencanto y a las violencias, en el contextoactual están emergiendo formas de acción colectiva juvenil que pueden aportar a la constitución denuevos horizontes de país basados en una cultura de paz. Lo anterior lo sustentamos a partir delcaso de una experiencia organizativa que desde el año 2006 viene trabajando por la construcción dememoria, por la lucha contra la impunidad y por la solución política y negociada del conflicto socialy armado que afecta a nuestro país.

  19. Importancia de la vulnerabilidad estructural de la vivienda unifamiliar en el riesgo urbano. Modelo de estudio ciudad de Managua, Nicaragua

    Directory of Open Access Journals (Sweden)

    Erasmo José Aguilar Arriola

    2016-12-01

    Full Text Available La vivienda unifamiliar en sí es el nodo vital de la ciudad. En Managua, la ciudad capital de Nicaragua, se concentra la mayor cantidad de desarrollos habitacionales, especialmente los de viviendas populares o viviendas de interés social que son las ofertadas a las clases menos pudientes. Debido a sus características, las amenazas naturales y las particularidades propias de la ciudad más poblada y con mayor afluencia de usuarios en dicho país, han creado un alto nivel de riesgo urbano. Por esta razón, se vuelve fundamental identificar el aporte de la vulnerabilidad estructural de las viviendas unifamiliares al respecto. Generalmente la vulnerabilidad de las viviendas de interés social pasa desapercibida, tal vez por la inexistencia de una metodología de estudio apropiada. Sin embargo, si se utilizan ciertos indicadores para la realización de un diagnóstico de la salud de su estructura, se aportará a la reducción de la vulnerabilidad en estas urbanizaciones y por consiguiente, del riesgo urbano.

  20. PPOOLEX experiments with two parallel blowdown pipes

    Energy Technology Data Exchange (ETDEWEB)

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

    2011-01-15

    This report summarizes the results of the experiments with two transparent blowdown pipes carried out with the scaled down PPOOLEX test facility designed and constructed at Lappeenranta University of Technology. Steam was blown into the dry well compartment and from there through either one or two vertical transparent blowdown pipes to the condensation pool. Five experiments with one pipe and six with two parallel pipes were carried out. The main purpose of the experiments was to study loads caused by chugging (rapid condensation) while steam is discharged into the condensation pool filled with sub-cooled water. The PPOOLEX test facility is a closed stainless steel vessel divided into two compartments, dry well and wet well. In the experiments the initial temperature of the condensation pool water varied from 12 deg. C to 55 deg. C, the steam flow rate from 40 g/s to 1 300 g/s and the temperature of incoming steam from 120 deg. C to 185 deg. C. In the experiments with only one transparent blowdown pipe chugging phenomenon didn't occur as intensified as in the preceding experiments carried out with a DN200 stainless steel pipe. With the steel blowdown pipe even 10 times higher pressure pulses were registered inside the pipe. Meanwhile, loads registered in the pool didn't indicate significant differences between the steel and polycarbonate pipe experiments. In the experiments with two transparent blowdown pipes, the steamwater interface moved almost synchronously up and down inside both pipes. Chugging was stronger than in the one pipe experiments and even two times higher loads were measured inside the pipes. The loads at the blowdown pipe outlet were approximately the same as in the one pipe cases. Other registered loads around the pool were about 50-100 % higher than with one pipe. The experiments with two parallel blowdown pipes gave contradictory results compared to the earlier studies dealing with chugging loads in case of multiple pipes. Contributing

  1. Spinning pipe gas lens revisited

    CSIR Research Space (South Africa)

    Mafusire, C

    2008-01-01

    Full Text Available The graded index (GRIN-like) medium generated by gas inside a heated steel pipe when rotated about its longitudinal axis has the ability to focus a laser beam. While the effective focal length of such a system has previously been studied...

  2. Residual stress in polyethylene pipes

    Czech Academy of Sciences Publication Activity Database

    Poduška, Jan; Hutař, Pavel; Kučera, J.; Frank, A.; Sadílek, J.; Pinter, G.; Náhlík, Luboš

    2016-01-01

    Roč. 54, SEP (2016), s. 288-295 ISSN 0142-9418 R&D Projects: GA MŠk LM2015069; GA MŠk(CZ) LQ1601 Institutional support: RVO:68081723 Keywords : polyethylene pipe * residual stress * ring slitting method * lifetime estimation Subject RIV: JL - Materials Fatigue, Friction Mechanics Impact factor: 2.464, year: 2016

  3. Automatic welding machine for piping

    International Nuclear Information System (INIS)

    Yoshida, Kazuhiro; Koyama, Takaichi; Iizuka, Tomio; Ito, Yoshitoshi; Takami, Katsumi.

    1978-01-01

    A remotely controlled automatic special welding machine for piping was developed. This machine is utilized for long distance pipe lines, chemical plants, thermal power generating plants and nuclear power plants effectively from the viewpoint of good quality control, reduction of labor and good controllability. The function of this welding machine is to inspect the shape and dimensions of edge preparation before welding work by the sense of touch, to detect the temperature of melt pool, inspect the bead form by the sense of touch, and check the welding state by ITV during welding work, and to grind the bead surface and inspect the weld metal by ultrasonic test automatically after welding work. The construction of this welding system, the main specification of the apparatus, the welding procedure in detail, the electrical source of this welding machine, the cooling system, the structure and handling of guide ring, the central control system and the operating characteristics are explained. The working procedure and the effect by using this welding machine, and the application to nuclear power plants and the other industrial field are outlined. The HIDIC 08 is used as the controlling computer. This welding machine is useful for welding SUS piping as well as carbon steel piping. (Nakai, Y.)

  4. Heat pipe heat storage performance

    Energy Technology Data Exchange (ETDEWEB)

    Caruso, A; Pasquetti, R [Univ. de Provence, Marseille (FR). Inst. Universitaire des Systemes; Grakovich, L P; Vasiliev, L L [A.V. Luikov Heat and Mass Transfer Inst. of the BSSR, Academy of Sciences, Minsk (BY)

    1989-01-01

    Heat storage offers essential thermal energy saving for heating. A ground heat store equipped with heat pipes connecting it with a heat source and to the user is considered in this paper. It has been shown that such a heat exchanging system along with a batch energy source meets, to a considerable extent, house heating requirements. (author).

  5. Integrated piping structural analysis system

    International Nuclear Information System (INIS)

    Motoi, Toshio; Yamadera, Masao; Horino, Satoshi; Idehata, Takamasa

    1979-01-01

    Structural analysis of the piping system for nuclear power plants has become larger in scale and in quantity. In addition, higher quality analysis is regarded as of major importance nowadays from the point of view of nuclear plant safety. In order to fulfill to the above requirements, an integrated piping structural analysis system (ISAP-II) has been developed. Basic philosophy of this system is as follows: 1. To apply the date base system. All information is concentrated. 2. To minimize the manual process in analysis, evaluation and documentation. Especially to apply the graphic system as much as possible. On the basis of the above philosophy four subsystems were made. 1. Data control subsystem. 2. Analysis subsystem. 3. Plotting subsystem. 4. Report subsystem. Function of the data control subsystem is to control all information of the data base. Piping structural analysis can be performed by using the analysis subsystem. Isometric piping drawing and mode shape, etc. can be plotted by using the plotting subsystem. Total analysis report can be made without the manual process through the reporting subsystem. (author)

  6. Pipe Leak Detection Technology Development

    Science.gov (United States)

    The U. S. Environmental Protection Agency (EPA) has determined that one of the nation’s biggest infrastructural needs is the replacement or rehabilitation of the water distribution and transmission systems. The institution of more effective pipe leak detection technology will im...

  7. Efficient methods of piping cleaning

    Directory of Open Access Journals (Sweden)

    Orlov Vladimir Aleksandrovich

    2014-01-01

    Full Text Available The article contains the analysis of the efficient methods of piping cleaning of water supply and sanitation systems. Special attention is paid to the ice cleaning method, in course of which biological foil and various mineral and organic deposits are removed due to the ice crust buildup on the inner surface of water supply and drainage pipes. These impurities are responsible for the deterioration of the organoleptic properties of the transported drinking water or narrowing cross-section of drainage pipes. The co-authors emphasize that the use of ice compared to other methods of pipe cleaning has a number of advantages due to the relative simplicity and cheapness of the process, economical efficiency and lack of environmental risk. The equipment for performing ice cleaning is presented, its technological options, terms of cleansing operations, as well as the volumes of disposed pollution per unit length of the water supply and drainage pipelines. It is noted that ice cleaning requires careful planning in the process of cooking ice and in the process of its supply in the pipe. There are specific requirements to its quality. In particular, when you clean drinking water system the ice applied should be hygienically clean and meet sanitary requirements.In pilot projects, in particular, quantitative and qualitative analysis of sediments adsorbed by ice is conducted, as well as temperature and the duration of the process. The degree of pollution of the pipeline was estimated by the volume of the remote sediment on 1 km of pipeline. Cleaning pipelines using ice can be considered one of the methods of trenchless technologies, being a significant alternative to traditional methods of cleaning the pipes. The method can be applied in urban pipeline systems of drinking water supply for the diameters of 100—600 mm, and also to diversion collectors. In the world today 450 km of pipelines are subject to ice cleaning method.Ice cleaning method is simple

  8. Piping engineering for nuclear power plant

    International Nuclear Information System (INIS)

    Curto, N.; Schmidt, H.; Muller, R.

    1988-01-01

    In order to develop piping engineering, an adequate dimensioning and correct selection of materials must be secured. A correct selection of materials together with calculations and stress analysis must be carried out with a view to minimizing or avoiding possible failures or damages in piping assembling, which could be caused by internal pressure, weight, temperature, oscillation, etc. The piping project for a nuclear power plant is divided into the following three phases. Phase I: Basic piping design. Phase II: Final piping design. Phase III: Detail engineering. (Author)

  9. System and Method for Traversing Pipes

    Science.gov (United States)

    Graf, Jodi (Inventor); Pettinger, Ross (Inventor); Azimi, Shaun (Inventor); Magruder, Darby (Inventor); Ridley, Justin (Inventor); Lapp, Anthony (Inventor)

    2017-01-01

    A system and method is provided for traversing inside one or more pipes. In an embodiment, a fluid is injected into the one or more pipes thereby promoting a fluid flow. An inspection device is deployed into the one or more pipes at least partially filled with a flowing fluid. The inspection device comprises a housing wherein the housing is designed to exploit the hydrokinetic effects associated with a fluid flow in one or more pipes as well as maneuver past a variety of pipe configurations. The inspection device may contain one or more sensors capable of performing a variety of inspection tasks.

  10. Comportamiento volumétrico de la DL-valina en soluciones acuosas de nitrato de sodio a diferentes temperaturas

    Directory of Open Access Journals (Sweden)

    Manuel Páez-Meza

    2017-01-01

    Full Text Available Se determinaron las densidades de la DL-valina (Ácido 2-amino-3-metilbutanoico en soluciones acuosas de nitrato de sodio en el intervalo de temperaturas desde 283.15 K hasta 318.15 K usando un densímetro de tubo vibratorio Anton Paar DMA 5000. Se calcularon: los volúmenes molares aparentes, los volúmenes molares aparentes a dilución infinita, la segunda derivada de los volúmenes molares parciales a dilución infinita con respecto a la temperatura, así como los volúmenes molares parciales de transferencia y los números de hidratación. Los resultados obtenidos se discutieron en términos de las interacciones predominantes en solución, encontrándose que la DL-valina tiene un efecto disruptor de la estructura del solvente y que a dilución infinita predominan las interacciones soluto-solvente entre el grupo isopropil del aminoácido y los iones sodio y nitrato.

  11. Dual manifold heat pipe evaporator

    Science.gov (United States)

    Adkins, D.R.; Rawlinson, K.S.

    1994-01-04

    An improved evaporator section is described for a dual manifold heat pipe. Both the upper and lower manifolds can have surfaces exposed to the heat source which evaporate the working fluid. The tubes in the tube bank between the manifolds have openings in their lower extensions into the lower manifold to provide for the transport of evaporated working fluid from the lower manifold into the tubes and from there on into the upper manifold and on to the condenser portion of the heat pipe. A wick structure lining the inner walls of the evaporator tubes extends into both the upper and lower manifolds. At least some of the tubes also have overflow tubes contained within them to carry condensed working fluid from the upper manifold to pass to the lower without spilling down the inside walls of the tubes. 1 figure.

  12. Voto estructural, racional y mediatizado en las elecciones generales españolas de 1996, 2000 y 2004

    Directory of Open Access Journals (Sweden)

    González, Juan Jesús

    2009-08-01

    Full Text Available The article presents three voting models that attempt to explain what is specific about each of the last three general elections held in Spain. Thus, a structural model is proposed for the 1996 elections, a rational-economic model for the elections in 2000, and a mediatized model to explain the mechanisms that intervened in the 2004 elections. The article then presents a voting model that attempts to integrate the main conclusions drawn from each of the previous models. Special emphasis is placed on the communicational mechanisms of the last elections (2004, underlining the influence of the media in attributing responsibility, the issue according to which voters evaluate public policy. Simultaneously, attention is called to the active role of the audiences in selecting the messages that are coherent with their personal experience and their cultural pattern.

    El artículo presenta tres modelos de voto que pretenden explicar aquello que cada una de las tres últimas elecciones generales celebradas en España tiene de específico. Así, se propone un modelo estructural para las elecciones de 1996, un modelo racional-económico para las elecciones de 2000 y un modelo mediatizado para explicar los mecanismos que intervinieron en las elecciones de 2004. El artículo presenta por último un modelo de voto que pretende integrar las principales conclusiones extraídas de cada uno de los modelos anteriores. Se hace especial énfasis en los mecanismos comunicativos de las últimas elecciones (2004, subrayando la influencia de los medios sobre la atribución de responsabilidad en virtud de la cual los votantes evalúan las políticas públicas, al tiempo que se llama la atención sobre el papel activo de las audiencias a la hora de seleccionar aquellos mensajes que son coherentes con su experiencia personal y con su patrón cultural.

  13. Estimación de la estabilidad estructural de dos suelos al sur de Colombia con diferentes tipos de manejo.

    Directory of Open Access Journals (Sweden)

    Jesús A Castillo F

    2008-01-01

    Full Text Available En el estudio que se realizó en dos localidades de la zona de ladera al norte del departamento del Cauca, Colombia, se utilizó un diseño de bloques al azar con seis tratamientos: 1. Parcelas descubiertas (referencia, 2. Rotación cultivos + abono orgánico (labranza; 3. Rotación a partir de pradera mejorada (labranza mínima + abono químico; 4. Rotación convencional (labranza + abono químico; 5. Rotación cultivos + leguminosas (labranza + abono químico; 6. Rotación a partir de pradera mejorada (labranza + abono químico. Los tratamientos se establecieron como parcelas de escorrentía durante ocho años y luego se sometieron sin vegetación a la exposición de las lluvias durante 10 meses y se compararon con las parcelas de referencia que habían estado cubiertas por pradera nativa durante 15 años. Para evaluar la estabilidad estructural se utilizó la prueba de turbidimetría y los resultados se presentaron como el área bajo la curva (ABC para la variable dispersión (%, la cual fue más baja para los agregados tomados de la superficie de suelo virgen (Tratamiento 1 y de rotación de cultivos más labranza mínima (Tratamiento 3. Los tratamientos de rotación con adición de abono orgánico (gallinaza 3 t/ha y coberturas de leguminosas presentaron valores más altos.

  14. Estudio estructural en instalaciones de bomba de calor : Structural study of heat pump´s installations

    Directory of Open Access Journals (Sweden)

    Oscar M. Cruz Fonticiella

    2013-06-01

    Full Text Available Se investigan las irreversibilidades de una bomba de calor, con análisis exergéticos y estructurales. Se utilizó una instalación experimental de una bomba de calor lográndose datos y cálculos de la eficiencia de la compresión, temperaturas medias de los focos caliente y frío del ciclo, diferencia de temperatura a la salida del condensador, media logarítmica del evaporador, caídas de presiones del condensador y el evaporador y un análisis exergético y estructural con las propiedades termodinámicas en los puntos clave del ciclo, coeficiente de comportamiento del ciclo, balances de masas, energías y entropía, entropía generada en cada componente, balance de exergía con las irreversibilidades en cada componente, eficiencia exergética, defecto de eficiencia y coeficientes de vínculos estructurales Se exploraron las potencialidades de mejora de cada componente para una posterior optimización termoeconómica.The irreversibility of a heat pump with exergy and structural analysis is investigated. An experimental installation of a heat pump and calculations achieving data compression efficiency, the average temperature of hot and cold spots in the cycle was used, The temperature difference output condenser, log mean evaporator , pressures drops condenser and evaporator and structural exergy analysis and thermodynamic properties at key points of the cycle, the cycle coefficient of performance, mass balances, energy and entropy, entropy generated in each component, the availability balance irreversibilities in each component , exergetic efficiency, default coefficients efficiency and structural links were obtained. The potential for improvement for each component for further thermoeconomic optimization were explored

  15. Estudio estructural en instalaciones de bomba de calor; Structural study of heat pump´s installations

    Directory of Open Access Journals (Sweden)

    Oscar M. Cruz Fonticiella

    2013-06-01

    Full Text Available Se investigan las irreversibilidades de una bomba de calor, con análisis exergéticos y estructurales. Se utilizó una instalación experimental de una bomba de calor lográndose datos y cálculos de la eficiencia de la compresión, temperaturas medias de los focos caliente y frío del ciclo, diferencia de temperatura a la salida del condensador, media logarítmica del evaporador, caídas de presiones del condensador y el evaporador y un análisis exergético y estructural con las propiedades termodinámicas en los puntos clave del ciclo, coeficiente de comportamiento del ciclo, balances de masas, energías y entropía, entropía generada en cada componente, balance de exergía con las irreversibilidades en cada componente, eficiencia exergética, defecto de eficiencia y coeficientes de vínculos estructurales Se exploraron las potencialidades de mejora de cada componente para una posterior optimización termoeconómica.  The irreversibility of a heat pump with exergy and structural analysis is investigated. An experimental installation of a heat pump and calculations achieving data compression efficiency, the average temperature of hot and cold spots in the cycle was used, The temperature difference output condenser, log mean evaporator , pressures drops condenser and evaporator and structural exergy analysis and thermodynamic properties at key points of the cycle, the cycle coefficient of performance, mass balances, energy and entropy, entropy generated in each component, the availability balance irreversibilities in each component , exergetic efficiency, default coefficients efficiency and structural links were obtained. The potential for improvement for each component for further thermoeconomic optimization were explored.

  16. Caracterización estructural y térmica de almidones provenientes de diferentes variedades de papa

    Directory of Open Access Journals (Sweden)

    Oscar Hernando Pardo C

    2013-12-01

    Full Text Available Utilizando análisis fisicoquímico, estructural y térmico, se evaluaron almidones de las variedades de papa Parda Pastusa (P, Tuquerreña (T, ICA Huila (IH, ICA Puracé (IP, ICA Única (IU, Criolla Latina (C y R-12 (R, cultivadas en el departamento de Boyacá, Colombia. En cada una de ellas se determinaron los contenidos de ceniza y proteína siguiendo métodos de la AOAC, humedad utilizando un analizador, estructura cristalina mediante difracción de rayos-X (DRX y propiedades térmicas utilizando calorimetría diferencial de barrido (DSC. Se encontraron diferencias significativas (P < 0.05 entre los contenidos de humedad en almidones. El almidón de la variedad IU presentó el mayor contenido de ceniza y el de la variedad T, el menor. Los difractogramas mostraron para todas las variedades patrones de cristalinidad tipo B; no obstante el almidón de las variedades IP, P, IU, T y IH presentó un patrón más cristalino que el de las variedades C y R. Los termogramas de los almidones mostraron el primer y segundo pico endotérmico, entre 123 y 163 J/g y entre 141 y 213.3 J/g, respectivamente, para las variedades IP, P, IU, T y IH; mientras que para los almidones de las variedades C y R estos valores fueron entre 68 y 77 J/g y entre 334 y 358 J/g, respectivamente.

  17. Development of LBB Piping Evaluation Diagram for APR 1000 Main Steam Line Piping

    International Nuclear Information System (INIS)

    Yang, J. S.; Jeong, I. L.; Park, C. Y.; Bai, S. Y.

    2010-01-01

    This paper presents the piping evaluation diagram (PED) to assess the applicability of Leak-Before- Break(LBB) for APR 1000 main steam line piping. LBB-PED of APR 1000 main steam line piping is independent of its piping geometry and has a function of the loads applied in piping system. Also, in order to evaluate LBB applicability during construction process with only the comparative evaluation of material properties between actually used and expected, the expected changes of material properties are considered in the LBB-PED. The LBB-PED, therefore, can be used for quick LBB evaluation of APR 1000 main steam line piping of both design and construction

  18. Methods for Analyzing Pipe Networks

    DEFF Research Database (Denmark)

    Nielsen, Hans Bruun

    1989-01-01

    to formulate the flow equations in terms of pipe discharges than in terms of energy heads. The behavior of some iterative methods is compared in the initial phase with large errors. It is explained why the linear theory method oscillates when the iteration gets close to the solution, and it is further...... demonstrated that this method offers good starting values for a Newton-Raphson iteration....

  19. Experiments in turbulent pipe flow

    Energy Technology Data Exchange (ETDEWEB)

    Torbergsen, Lars Even

    1998-12-31

    This thesis reports experimental results for the mean velocity and turbulence statistics in two straight pipe sections for bulk Reynolds numbers in the range 22000 to 75000. The flow was found consistent with a fully developed state. Detailed turbulence spectra were obtained for low and moderate turbulent Reynolds number. For the pipe centre line location at R{sub {lambda}} = 112, a narrow range in the streamwise power spectrum applied to the -5/3 inertial subrange. However this range was influenced both by turbulence production and viscous dissipation, and therefore did not reflect a true inertial range. The result indicates how the intermediate range between the production and dissipative scales can be misinterpreted as an inertial range for low and moderate R{sub {lambda}}. To examine the universal behaviour of the inertial range, the inertial scaling of the streamwise power spectrum is compared to the inertial scaling of the second order longitudinal velocity structure function, which relate directly by a Fourier transform. Increasing agreement between the Kolmogorov constant C{sub K} and the second order structure function scaling constant C{sub 2} was observed with increasing R{sub {lambda}}. The result indicates that a true inertial range requires several decades of separation between the energy containing and dissipative scales. A method for examining spectral anisotropy is reported and applied to turbulence spectra in fully developed pipe flow. It is found that the spectral redistribution from the streamwise to the two lateral spectra goes primarily to the circumferential component. Experimental results are reported for an axisymmetric contraction of a fully developed pipe flow. 67 refs., 75 figs., 9 tabs.

  20. Hot Leg Piping Materials Issues

    International Nuclear Information System (INIS)

    V. Munne

    2006-01-01

    With Naval Reactors (NR) approval of the Naval Reactors Prime Contractor Team (NRPCT) recommendation to develop a gas cooled reactor directly coupled to a Brayton power conversion system as the space nuclear power plant (SNPP) for Project Prometheus (References a and b) the reactor outlet piping was recognized to require a design that utilizes internal insulation (Reference c). The initial pipe design suggested ceramic fiber blanket as the insulation material based on requirements associated with service temperature capability within the expected range, very low thermal conductivity, and low density. Nevertheless, it was not considered to be well suited for internal insulation use because its very high surface area and proclivity for holding adsorbed gases, especially water, would make outgassing a source of contaminant gases in the He-Xe working fluid. Additionally, ceramic fiber blanket insulating materials become very friable after relatively short service periods at working temperatures and small pieces of fiber could be dislodged and contaminate the system. Consequently, alternative insulation materials were sought that would have comparable thermal properties and density but superior structural integrity and greatly reduced outgassing. This letter provides technical information regarding insulation and materials issues for the Hot Leg Piping preconceptual design developed for the Project Prometheus space nuclear power plant (SNPP)

  1. Device for storing drilling pipes

    Energy Technology Data Exchange (ETDEWEB)

    Kolasinski, A; Wedrychowicz, J

    1981-02-16

    The patented device contains a profiled arch 14 (see figure) installed in the upper part of the drilling rig 15. On base 16 of the drilling unit, there is bin 1 which is installed on frame 2 to which it is hinge connected with the help of pin 3. On the other side, the bin rests on rollers 4 which are attached to lever 5 of lifting mechanism 6. Bin 1 is a series of parallel-arranged guides rigidly connected by transverse beams. Frame 2 contains the collapsible support 10. During operation of the device, the hydraulic lifter 6 with the help of frame 5 and rollers 4 lifts bin 1 with drilling pipes installed on it, giving it an angle of 4/sup 0/ in relation to the plane of frame 2. The collapsible support 10 is installed in a vertical position and holds bin 1. This position of bin 1 is the most suitable for movement of the vertically installed drilling pipes on the guides. The distinguishing feature of the patented device is the possibility of convenient arrangement of the drilling pipes on the guides of bin 1. Because of this, the time spent on lifting and lowering the drill apparatus is considerably reduced.

  2. Pipe and hose decontamination apparatus

    International Nuclear Information System (INIS)

    Fowler, D.E.

    1985-01-01

    A pipe and hose decontamination apparatus is disclosed using freshly filtered high pressure Freon solvent in an integrated closed loop to remove radioactive particles or other contaminants from items having a long cylindrical geometry such as hoses, pipes, cables and the like. The pipe and hose decontamination apparatus comprises a chamber capable of accomodating a long cylindrical work piece to be decontaminated. The chamber has a downward sloped bottom draining to a solvent holding tank. An entrance zone, a cleaning zone and an exit drying zone are defined within the chamber by removable partitions having slotted rubber gaskets in their centers. The entrance and exit drying zones contain a horizontally mounted cylindrical housing which supports in combination a plurality of slotted rubber gaskets and circular brushes to initiate mechanical decontamination. Solvent is delivered at high pressure to a spray ring located in the cleaning zone having a plurality of nozzles surrounding the work piece. The solvent drains into a solvent holding tank located below the nozzles and means are provided for circulating the solvent to and from a solvent cleaning, distilling and filter unit

  3. Innovative technology summary report: Pipe Explorertrademark system

    International Nuclear Information System (INIS)

    1996-01-01

    The Pipe Explorertrademark system, developed by Science and Engineering Associates, Inc. (SEA), under contract with the US Department of Energy (DOE) Morgantown Energy Technology Center, has been used to transport various characterizing sensors into piping systems that have been radiologically contaminated. DOE's nuclear facility decommissioning program must characterize radiological contamination inside piping systems before the pipe can be recycled, remediated, or disposed. Historically, this has been attempted using hand-held survey instrumentation, surveying only the accessible exterior portions of pipe systems. Various measuring difficulties, and in some cases, the inability to measure threshold surface contamination values and worker exposure, and physical access constraints have limited the effectiveness of traditional survey approaches. The Pipe Explorertrademark system provides a viable alternative. The heart of the system is an air-tight membrane, which is initially spooled inside a canister. The end of the membrane protrudes out of the canister and attaches to the pipe being inspected. The other end of the tubular membrane is attached to the tether and characterization tools. When the canister is pressurized, the membrane inverts and deploys inside the pipe. The characterization detector and its cabling is attached to the tethered end of the membrane. As the membrane is deployed into the pipe, the detector and its cabling is towed into the pipe inside the protective membrane; measurements are taken from within the protective membrane. Once the survey measurements are completed, the process is reversed to retrieve the characterization tools

  4. Analytical studies of blowdown thrust force and dynamic response of pipe at pipe rupture accident

    International Nuclear Information System (INIS)

    Miyazaki, Noriyuki

    1985-01-01

    The motion of a pipe due to blowdown thrust when the pipe broke is called pipe whip. In LWR power plants, by installing restraints, the motion of a pipe when it broke is suppressed, so that the damage does not spread to neighboring equipment by pipe whip. When the pipe whip of a piping system in a LWR power plant is analyzed, blowdown thrust and the dynamic response of a pipe-restraint system are calculated with a computer. The blowdown thrust can be calculated by using such physical quantities as the pressure, flow velocity, density and so on in the system at the time of blowdown, obtained by the thermal-fluid analysis code at LOCA. The dynamic response of a piping-restraint system can be determined by the stress analysis code using finite element method taking the blowdown thrust as an external force acting on the piping. In this study, the validity of the analysis techniques was verified by comparing with the experimental results of the measurement of blowdown thrust and the pipe whip of a piping-restraint system, carried out in the Japan Atomic Energy Research Institute. Also the simplified analysis method to give the maximum strain on a pipe surface is presented. (Kako, I.)

  5. REMOCIÓN DE CROMO VI DE SOLUCIONES ACUOSAS POR ADSORCIÓN SOBRE CARBONES ACTIVADOS MODIFICADOS

    Directory of Open Access Journals (Sweden)

    Nubia Céspedes

    2009-05-01

    Full Text Available En este trabajo se determina la adsorción de Cr6+ de disoluciones acuosas en dos carbones activados comerciales en función del grado de modificación (reducción, oxidación de la superficie de los adsorbentes con tratamientos térmicos en presencia de hidrógeno, oxígeno y ácido nítrico. La química superficial de los carbones activados originales y modificados se examina por los métodos de titulaciones de Böehm y descomposición con temperatura programada (DTP. Los ensayos de evaluación de la capacidad de adsorción se realizan con soluciones modelo de ión cromato y bajo distintas condiciones de concentración inicial, tiempo de contacto, pH del medio, temperatura y masa de adsorbente. Se comprueba que la modificación de la superficie de los adsorbentes afecta el grado de adsorción del ión cromato en la medida en que los sólidos tratados con H2 muestran la mayor  capacidad de remoción. Las variables que afectan favorablemente la extensión de la remoción de cromo son: concentración inicial de 100 ppm,  pH  inicial de  2,0, temperatura de 25 °C y  masa de adsorbente de 100 mg. 

  6. Innovadoras soluciones digitales para generar las nuevas tendencias de futuro en el sector cerámico

    Directory of Open Access Journals (Sweden)

    Torrecid, Grupo

    2013-04-01

    Full Text Available This technical note contains the most significant aspects of the work “Innovative digital solutions to create the new future trends in the ceramic industry” in which the Group Torrecid won the “Alfa de Oro 2012” given by the Spanish Society of Ceramics and Glass. To achieve the stated objectives to work in different fields of activity for each specific glaze and ink has been necessary, comprising, among other, aspects such as the development of special frits, selecting the most suitable solvents or optimizing the compositions to ensure that the inks have appropriate behaviour in the printing process and met all the requirements of stability and quality that the ceramic industry demand.En la presente nota técnica se recoge los aspectos más significativos del trabajo “Innovadoras soluciones digitales para generar las nuevas tendencias de futuro en el sector cerámico” por el que el Grupo Torrecid obtuvo el Premio Alfa de Oro 2013 otorgado por la Sociedad Española de Cerámica y Vidrio. Para conseguir los objetivos planteados ha sido necesario trabajar en diferentes campos de actuación para cada esmalte y tinta en concreto, abarcando, entre otros, aspectos como el desarrollo de fritas especiales, la selección de los disolventes más adecuados o la optimización de las composiciones para conseguir que las tintas tuvieran un comportamiento adecuado en el proceso de impresión y cumplieran todos los requisitos de estabilidad y calidad que el sector cerámico demanda.

  7. Fabrication of a multi-walled metal pipe

    International Nuclear Information System (INIS)

    Shimamune, Koji; Toda, Saburo; Ishida, Ryuichi; Hatanaka, Tatsuo.

    1969-01-01

    In concentrically arranged metal pipes for simulated fuel elements in the form of a multi-walled pipe, their one end lengthens gradually in the axial direction from inner and outer pipes toward a central pipe for easy adjustment of deformation which occurs when the pipes are drawn. A plastic electrical insulator is disposed between adjacent pipes. Each end of the pipes is equipped with an annular flexible stopper which is allowed to travel in the axial direction so as to prevent the insulator from falling during drawing work. At the other end, all pipes are constricted and joined to each other to thereby form the desired multi-walled pipe. (Mikami, T.)

  8. Lightweight Heat Pipes Made from Magnesium

    Science.gov (United States)

    Rosenfeld, John N.; Zarembo, Sergei N.; Eastman, G. Yale

    2010-01-01

    Magnesium has shown promise as a lighter-weight alternative to the aluminum alloys now used to make the main structural components of axially grooved heat pipes that contain ammonia as the working fluid. Magnesium heat-pipe structures can be fabricated by conventional processes that include extrusion, machining, welding, and bending. The thermal performances of magnesium heat pipes are the same as those of equal-sized aluminum heat pipes. However, by virtue of the lower mass density of magnesium, the magnesium heat pipes weigh 35 percent less. Conceived for use aboard spacecraft, magnesium heat pipes could also be attractive as heat-transfer devices in terrestrial applications in which minimization of weight is sought: examples include radio-communication equipment and laptop computers.

  9. Resolution of concerns in auxiliary feedwater piping

    International Nuclear Information System (INIS)

    Bain, R.A.; Testa, M.F.

    1994-01-01

    Auxiliary feedwater piping systems at pressurized water reactor (PWR) nuclear power plants have experienced unanticipated operating conditions during plant operation. These unanticipated conditions have included plant events involving backleakage through check valves, temperatures in portions of the auxiliary feedwater piping system that exceed design conditions, and the occurrence of unanticipated severe fluid transients. The impact of these events has had an adverse effect at some nuclear stations on plant operation, installed plant components and hardware, and design basis calculations. Beaver Valley Unit 2, a three loop pressurized water reactor nuclear plant, has observed anomalies with the auxiliary feedwater system since the unit went operational in 1987. The consequences of these anomalies and plant events have been addressed and resolved for Beaver Valley Unit 2 by performing engineering and construction activities. These activities included pipe stress, pipe support and pipe rupture analysis, the monitoring of auxiliary feedwater system temperature and pressure, and the modification to plant piping, supports, valves, structures and operating procedures

  10. Pipe support optimization in nuclear power plants

    International Nuclear Information System (INIS)

    Cleveland, A.B.; Kalyanam, N.

    1984-01-01

    A typical 1000 MWe nuclear power plant consists of 80,000 to 100,000 feet of piping which must be designed to withstand earthquake shock. For the required ground motion, seismic response spectra are developed for safety-related structures. These curves are used in the dynamic analysis of piping systems with pipe-stress analysis computer codes. To satisfy applicable Code requirements, the piping systems also require analysis for weight, thermal and possibly other lasting conditions. Bechtel Power Corporation has developed a design program called SLAM (Support Location Algorithm) for optimizing pipe support locations and types (rigid, spring, snubber, axial, lateral, etc.) while satisfying userspecified parameters such as locations, load combinations, stress and load allowables, pipe displacement and cost. This paper describes SLAM, its features, applications and benefits

  11. Síntesis y análisis estructural de glicomiméticos como potenciales inhibidores enzimáticos

    OpenAIRE

    Témpera, Carlos Agustín

    2013-01-01

    Como objetivo general, se propuso desarrollar Glicomiméticos que puedan ser empleados en el diseño de inhibidores enzimáticos. Como objetivos particulares se propuso: Sintetizar pseudos N-disacáridos unidos mediante un grupo sulfonamido ó metilén bissulfonamido Realizar el análisis estructural de los compuestos obtenidos, empleando principalmente Resonancia Magnética Nuclear Estudiar la actividad biológica de los compuestos sintetizados como Inhibidores Enzimáticos. Facultad de Ciencias Ex...

  12. Síntomas psicosomáticos y estrés: comparación de un modelo estructural entre hombres y mujeres

    OpenAIRE

    GONZÁLEZ RAMÍREZ, MÓNICA TERESA; LANDERO HERNÁNDEZ, RENÉ

    2008-01-01

    En este estudio se presenta un análisis multigrupo para poner a prueba el efecto moderador de la variable sexo en un modelo estructural para explicar síntomas psicosomáticos y estrés. Los resultados indican que el modelo es adecuado para hombres y para mujeres, y existen diferencias significativas en algunas variables. The aim of this study was to evaluate the differences between men and women in a structural model to explain psychosomatic symptoms and stress, u...

  13. 46 CFR 119.430 - Engine exhaust pipe installation.

    Science.gov (United States)

    2010-10-01

    ... 46 Shipping 4 2010-10-01 2010-10-01 false Engine exhaust pipe installation. 119.430 Section 119... INSTALLATION Specific Machinery Requirements § 119.430 Engine exhaust pipe installation. (a) The design of all... an exhaust pipe. (b) Exhaust gas must not leak from the piping or any connections. The piping must be...

  14. Alkali Metal Heat Pipe Life Issues

    International Nuclear Information System (INIS)

    Reid, Robert S.

    2004-01-01

    One approach to fission power system design uses alkali metal heat pipes for the core primary heat-transfer system. Heat pipes may also be used as radiator elements or auxiliary thermal control elements. This synopsis characterizes long-life core heat pipes. References are included where information that is more detailed can be found. Specifics shown here are for demonstration purposes and do not necessarily reflect current Nasa Project Prometheus point designs. (author)

  15. Leak before break piping evaluation diagram

    International Nuclear Information System (INIS)

    Fabi, R.J.; Peck, D.A.

    1994-01-01

    Traditionally Leak Before Break (LBB) has been applied to the evaluation of piping in existing nuclear plants. This paper presents a simple method for evaluating piping systems for LBB during the design process. This method produces a piping evaluation diagram (PED) which defines the LBB requirements to the piping designer for use during the design process. Several sets of LBB analyses are performed for each different pipe size and material considered in the LBB application. The results of this method are independent of the actual pipe routing. Two complete LBB evaluations are performed to determine the maximum allowable stability load, one evaluation for a low normal operating load, and the other evaluation for a high normal operating load. These normal operating loads span the typical loads for the particular system being evaluated. In developing the allowable loads, the appropriate LBB margins are included in the PED preparation. The resulting LBB solutions are plotted as a set of allowable curves for the maximum design basis load, such is the seismic load versus the normal operating load. Since the required margins are already accounted for in the LBB PED, the piping designer can use the diagram directly with the results of the piping analysis and determine immediately if the current piping arrangement passes LBB. Since the LBB PED is independent of pipe routing, changes to the piping system can be evaluated using the existing PED. For a particular application, all that remains is to confirm that the actual materials and pipe sizes assumed in creating the particular design are built into the plant

  16. Experimental analytical study on heat pipes

    International Nuclear Information System (INIS)

    Ismail, K.A.R.; Liu, C.Y.; Murcia, N.

    1981-01-01

    An analytical model is developed for optimizing the thickness distribution of the porous material in heat pipes. The method was used to calculate, design and construct heat pipes with internal geometrical changes. Ordinary pipes are also constructed and tested together with the modified ones. The results showed that modified tubes are superior in performance and that the analytical model can predict their performance to within 1.5% precision. (Author) [pt

  17. Ice plugging of pipes using liquid nitrogen

    International Nuclear Information System (INIS)

    Twigg, R.J.

    1987-03-01

    This report presents a study on the ice plugging of pipe using liquid nitrogen, and is based on a literature review and on discussions with individuals who use the technique. Emphasis is placed on ferritic alloys, primarily carbon steels, in pipe sized up to 60 cm in diameter and on austenitic stainless steels in pipe sizes up to 30 cm in diameter. This technique is frequently used for leak testing in nuclear facilities

  18. Piping reliability improvement through passive seismic supports

    International Nuclear Information System (INIS)

    Baltus, R.; Rubbers, A.

    1999-01-01

    The nuclear plants designed in the 1970's were equipped with large quantities of snubbers in auxiliary piping systems. The experience revealed a poor performance of snubbers during periodic inspection, while non-nuclear facility piping survived through strong earthquakes. Consequently, seismic design rules evolved towards more realistic criteria and passive dynamic supports were developed to reduce snubber quantities. These solutions improve the pipe reliability during normal operation while reducing the radiation exposure in a sample line is presented with the impact on pipe stresses compared to the results obtained with passive supports named Limit Stops. (author)

  19. Earthquake free design of pipe lines

    International Nuclear Information System (INIS)

    Kurihara, Chizuko; Sakurai, Akio

    1974-01-01

    Long structures such as cooling sea water pipe lines of nuclear power plants have a wide range of extent along the ground surface, and are incurred by not only the inertia forces but also forces due to ground deformations or the seismic wave propagation during earthquakes. Since previous reports indicated the earthquake free design of underground pipe lines, it is discussed in this report on behaviors of pipe lines on the ground during earthquakes and is proposed the aseismic design of pipe lines considering the effects of both inertia forces and ground deformations. (author)

  20. Internal ultrasonic inspection of flexible pipe

    Energy Technology Data Exchange (ETDEWEB)

    Baltzersen, O. (IKU Petroleumsforskning A/S, Trondheim (Norway) Norwegian Inst. of Tech., Trondheim (Norway). Div. of Petroleum Engineering and Applied Geophysics); Waag, T.I. (IKU Petroleumsforskning A/S, Trondheim (Norway))

    1993-10-01

    Methods for internal ultrasonic inspection of flexible pipe have been investigated through experiments with a short sample of Coflexip pipe. Ultrasonic backscatter methods using normal and non-normal incidence have been used for qualitative high contrast ultrasonic imaging of the inner surface of the pipe. Analysis of the internal cross-section has been performed based on the use of a non-contact ultrasonic caliper, and processing procedures which enable calculation of, and compensation for, eccentricity of the tool in the pipe. The methods developed can be used to quantitatively estimate the thickness of the internal carcass, and perform high resolution topographic mapping of the inner surface. (Author)

  1. Gas lensing in a heated spinning pipe

    CSIR Research Space (South Africa)

    Mafusire, C

    2006-07-01

    Full Text Available ; and (II) the aberrations introduced to the laser are a function of the distance from the edge of the pipe, as well as the speed of the pipe spin- ning. This is because of the turbulence near the pipe wall. The speed of the pipe will be used...- merically. This work forms the basis for an extended study of the dynamics of beam propa- gation through turbulent systems, and in particular, the following aspects will be explored in future work: (I) Using the recent advances in lasers beam propagation...

  2. Heat pipes in modern heat exchangers

    International Nuclear Information System (INIS)

    Vasiliev, Leonard L.

    2005-01-01

    Heat pipes are very flexible systems with regard to effective thermal control. They can easily be implemented as heat exchangers inside sorption and vapour-compression heat pumps, refrigerators and other types of heat transfer devices. Their heat transfer coefficient in the evaporator and condenser zones is 10 3 -10 5 W/m 2 K, heat pipe thermal resistance is 0.01-0.03 K/W, therefore leading to smaller area and mass of heat exchangers. Miniature and micro heat pipes are welcomed for electronic components cooling and space two-phase thermal control systems. Loop heat pipes, pulsating heat pipes and sorption heat pipes are the novelty for modern heat exchangers. Heat pipe air preheaters are used in thermal power plants to preheat the secondary-primary air required for combustion of fuel in the boiler using the energy available in exhaust gases. Heat pipe solar collectors are promising for domestic use. This paper reviews mainly heat pipe developments in the Former Soviet Union Countries. Some new results obtained in USA and Europe are also included

  3. Development of bore tools for pipe inspection

    Energy Technology Data Exchange (ETDEWEB)

    Oka, Kiyoshi; Nakahira, Masataka; Taguchi, Kou; Ito, Akira [Japan Atomic Energy Research Inst., Tokai, Ibaraki (Japan). Tokai Research Establishment

    1998-04-01

    In the International Thermonuclear Reactor (ITER), replacement and maintenance on in-vessel components requires that all cooling pipes connected be cut and removed, that a new component be installed, and that all cooling pipes be rewelded. After welding is completed, welded area must be inspected for soundness. These tasks require a new work concept for securing shielded area and access from narrow ports. Tools had to be developed for nondestructive inspection and leak testing to evaluate pipe welding soundness by accessing areas from inside pipes using autonomous locomotion welding and cutting tools. A system was proposed for nondestructive inspection of branch pipes and the main pipe after passing through pipe curves, the same as for welding and cutting tool development. Nondestructive inspection and leak testing sensors were developed and the basic parameters were obtained. In addition, the inspection systems which can move inside pipes and conduct the nondestructive inspection and the leak testing were developed. In this paper, an introduction will be given to the current situation concerning the development of nondestructive inspection and leak testing machines for the branch pipes. (author)

  4. Piping vibrations measured during FFTF startup

    International Nuclear Information System (INIS)

    Anderson, M.J.

    1981-03-01

    An extensive vibration survey was conducted on the Fast Flux Test Facility piping during the plant acceptance test program. The purpose was to verify that both mechanical and flow induced vibration amplitudes were of sufficiently low level so that pipe and pipe support integrity would not be compromised over the plant design lifetime. Excitation sources included main heat transport sodium pumps, reciprocating auxiliary system pumps, EM pumps, and flow oscillations. Pipe sizes varied from one-inch to twenty-eight-inches in diameter. This paper describes the test plan; the instrumentation and procedures utilized; and the test results

  5. Asymptotic scalings of developing curved pipe flow

    Science.gov (United States)

    Ault, Jesse; Chen, Kevin; Stone, Howard

    2015-11-01

    Asymptotic velocity and pressure scalings are identified for the developing curved pipe flow problem in the limit of small pipe curvature and high Reynolds numbers. The continuity and Navier-Stokes equations in toroidal coordinates are linearized about Dean's analytical curved pipe flow solution (Dean 1927). Applying appropriate scaling arguments to the perturbation pressure and velocity components and taking the limits of small curvature and large Reynolds number yields a set of governing equations and boundary conditions for the perturbations, independent of any Reynolds number and pipe curvature dependence. Direct numerical simulations are used to confirm these scaling arguments. Fully developed straight pipe flow is simulated entering a curved pipe section for a range of Reynolds numbers and pipe-to-curvature radius ratios. The maximum values of the axial and secondary velocity perturbation components along with the maximum value of the pressure perturbation are plotted along the curved pipe section. The results collapse when the scaling arguments are applied. The numerically solved decay of the velocity perturbation is also used to determine the entrance/development lengths for the curved pipe flows, which are shown to scale linearly with the Reynolds number.

  6. Stress analysis of piping systems and piping supports. Documentation

    International Nuclear Information System (INIS)

    Rusitschka, Erwin

    1999-01-01

    The presentation is focused on the Computer Aided Tools and Methods used by Siemens/KWU in the engineering activities for Nuclear Power Plant Design and Service. In the multi-disciplinary environment, KWU has developed specific tools to support As-Built Documentation as well as Service Activities. A special application based on Close Range Photogrammetry (PHOCAS) has been developed to support revamp planning even in a high level radiation environment. It comprises three completely inter-compatible expansion modules - Photo Catalog, Photo Database and 3D-Model - to generate objects which offer progressively more utilization and analysis options. To support the outage planning of NPP/CAD-based tools have been developed. The presentation gives also an overview of the broad range of skills and references in: Plant Layout and Design using 3D-CAD-Tools; evaluation of Earthquake Safety (Seismic Screening); Revamps in Existing Plants; Inter-disciplinary coordination of project engineering and execution fields; Consulting and Assistance; Conceptual Studies; Stress Analysis of Piping Systems and Piping Supports; Documentation; Training and Supports in CAD-Design, etc. All activities are performed to the greatest extent possible using proven data-processing tools. (author)

  7. This is not a Pipe

    DEFF Research Database (Denmark)

    Just, Sine Nørholm

    2016-01-01

    or unwilling to listen to, let alone engage with, emotionally guided bottom-up participation. Using an illustrative case of a Danish public debate over an alleged ban on liquorice pipes, this article argues that the disconnect between invitation and participation may be explained by the fact...... that representatives of (national and European) political institutions tend to rely on a simplified version of deliberative democracy. This implies privileging rational truth claims at the expense of emotional truthfulness. Connecting invitation and participation, it is argued, requires a reconciliation of rationality...

  8. Heat Pipe with Axial Wick

    Science.gov (United States)

    Ambrose, Jay H. (Inventor); Holmes, Rolland (Inventor)

    2016-01-01

    A heat pipe has an evaporator portion, a condenser portion, and at least one flexible portion that is sealingly coupled between the evaporator portion and the condenser portion. The flexible portion has a flexible tube and a flexible separator plate held in place within the flexible tube so as to divide the flexible tube into a gas-phase passage and a liquid-phase artery. The separator plate and flexible tube are configured such that the flexible portion is flexible in a plane that is perpendicular to the separator plate.

  9. Estudio de las soluciones de los ferroeléctricos LiNbO3 y LiTaO3

    Directory of Open Access Journals (Sweden)

    Villafuerte Castrejón, M. E.

    2002-06-01

    Full Text Available Ceramic compounds LiNbO3 and LiTaO3 have been widely studied in the last years due to their interesting optical and electrical properties (piezoelectricity, piroelectricity, ferroelectricity. For this reason these materials are regarded excellent candidates for technological applications. An important characteristic of these compounds is the facility to form solid solution series, a large number of cations can be accommodated in the lattice and thus different optical and electrical properties have been obtained. In this work a review of LiNbO3 and LiTaO3 solid solutions is presented, the formation mechanisms, cation sites in the unitcell and some of the most representative properties are also included.Los compuestos cerámicos LiNbO3 y LiTaO3 han sido estudiados considerablemente en los últimos años, debido a las interesantes propiedades ópticas y eléctricas (piezoelectricidad, piroelectricidad, ferroelectricidad que presentan. Por estas razones estos materiales se consideran excelentes candidatos para un gran número de aplicaciones tecnológicas. Una característica importante de estos compuestos, es la facilidad con la que forman series de soluciones sólidas, incorporando diferentes cationes en sus redes. Se han obtenido series de soluciones sólidas con cationes de diferente tamaño y diferente carga con la consiguiente variación de las propiedades eléctricas y ópticas. En este trabajo se presenta un resumen de los estudios de las soluciones sólidas de LiNbO3 y LiTaO3, los mecanismos de formación y los sitios que ocupan los cationes en la celda unidad, así como algunas de sus propiedades físicas más representativas.

  10. Literature review and experimental investigation of heat pipes

    Science.gov (United States)

    Barsch, W. O.; Schoenhals, R. J.; Viskanta, R.; Winter, E. R. F.

    1971-01-01

    Tests on heat pipes determine operational limits, external boundary conditions, noncondensable gas effects, startup behavior, and geometric configurations. Experiment consists of design, construction, and testing of an apparatus for measuring wick properties, conventional heat pipes and coplanar heat pipes.

  11. Best practices for quality management of stormwater pipe construction.

    Science.gov (United States)

    2014-02-01

    Stormwater pipe systems are integral features of transportation construction projects. Pipe culverts : direct stormwater away from roadway structures and towards designated discharge areas. The improper : installation of a pipe culvert can result in ...

  12. CONTECH(R) A-2000 polyvinyl chloride (PVC) plastic pipe.

    Science.gov (United States)

    2015-03-01

    Determine the effectiveness and long-term durability of the Contech A-2000 PVC pipe : in an irrigation application. This type of pipe may prove to be a viable alternative to : reinforced concrete pipe (RCP).

  13. Seguridad alimentaria y nutricional en la región caribe: consecuencias de la desnutrición y buenas prácticas como soluciones

    OpenAIRE

    Sofia Lissbrant

    2014-01-01

    Este trabajo presenta tres Buenas Prácticas que pueden brindar soluciones a la situación alarmante de inseguridad alimentaria y desnutrición que existe en la región Caribe colombiana, a pesar de tener alta potencialidad de producción de alimentos. Para identificar las Buenas Prácticas se indagaron a cerca de 400 profesionales de entidades públicas, privadas y ONG. Esa encuesta reveló tres ejemplos destacados de Buenas Prácticas que, con métodos distintos, generaron cambios positivos en la Seg...

  14. Electrodeposición de películas delgadas de CdTe sobre electrodo de oro en soluciones acuosas de EDTA-Amonio

    OpenAIRE

    Montilla, Milagro; Alarcón, Domingo; Ortiz, Reynaldo

    2007-01-01

    En este trabajo se muestran los resultados obtenidos del estudio del crecimiento electroquímico y caracterización de películas delgadas del semiconductor CdTe. El crecimiento se realizó mediante la electrodeposición catódica a potencial constante a partir de soluciones acuosas alcalinas de las especies precursoras TeO3(2-) y Cd2+ y EDTA como agente acomplejante para el Cd2+. La composición de las películas se determinó por espectroscopía de emisión atómica con plasma inductivamente acoplado (...

  15. Planeamiento estratégico de una jefatura de soluciones e-business de telefónica del Perú

    OpenAIRE

    Doza Caballero, Gianmarco Renato; Doza Caballero, Gianmarco Renato

    2003-01-01

    La Jefatura de Soluciones E-Business, la cual pertenece a la Gerencia de Sistemas de Telefónica del Perú, atraviesa actualmente por los siguientes problemas (ordenados de mayor a menor importancia) Presenta un desorden durante el proceso productivo de la Jefatura, no se han definido claramente un proceso a seguir. El problema radica en la implementación de la solución a otorgar como producto final al cliente, pues, los elementos constituyentes de la solución se tratan de obtener sin una...

  16. Estudio químico-microbiológico comparativo de dos soluciones propuestas para la desinfección de endoscopios

    OpenAIRE

    Hidalgo Rodríguez, Roxana; Castellanos Fernández, Vivian; Chiroles Despaigne, Sonia; Villavicencio Betancourt, Odalys

    2000-01-01

    Se evaluó desde el punto de vista químico-microbiológico la actividad germicida de una solución propuesta para la desinfección del instrumental de endoscopia, (peróxido de hidrógeno al 7 %. Se tomó como solución de referencia el glutaraldehído al 2 %. Las soluciones fueron ensayadas a las concentraciones propuestas por los fabricantes y se expusieron frente al instrumental durante 20 min, tiempo indicado por los mismos. Se obtuvo como resultado de la valoración microbiológica que la solución ...

  17. EVALUACIÓN DE LA ELECTRORREMEDIACIÓN DE ANDISOLES CONTAMINADOS, MEDIANTE EL ANÁLISIS DE LAS SOLUCIONES DE LAVADO

    OpenAIRE

    Rodríguez V., Juan A.; Grupo de Electroquímica, Instituto de Química, Facultad de Ciencias Exactas y Naturales, Universidad de Antioquia, Medellín, Colombia; Vásquez C., Mario V.; Grupo de Electroquímica, Instituto de Química, Facultad de Ciencias Exactas y Naturales, Universidad de Antioquia, Medellín, Colombia

    2003-01-01

    Se analizó la composición de soluciones de lavado provenientes de las cámaras de electrodos de una celda de remediación a nivel de laboratorio. Se estudió el movimiento de iones nitrato y plomo como contaminantes de suelos de la región (Andisol).Para los estudios se analizaron conjuntamente medidas de pH, conductiVidad, turbidez, concentración de contaminantes y corriente dé electrólisis.Se comprueba que, para las condiciones experimentales empleadas, los iones nitrato se mueven libremente y ...

  18. DESARROLLO TECNOLÓGICO DE LOS LABORATORIOS REMOTOS DE ESTRUCTURAS E INGENIERÍA SÍSMICA Y DINÁMICA ESTRUCTURAL

    Directory of Open Access Journals (Sweden)

    John Anderson Sandoval Moreno

    2008-01-01

    Full Text Available Este documento presenta el diseño y automatización de dos Laboratorios Remotos manejados virtualmente a través de Internet: Laboratorio Remoto de Estructuras y Laboratorio Remoto de Ingeniería Sísmica y Dinámica Estructural; el laboratorio de estructuras consta de 3 módulos correspondientes al Módulo de Estabilidad, Módulo de Resistencia de Materiales y Módulo del Marco Universal. El módulo de dinámica estructural es una mesa vibratoria que a través de un sistema de control reproducediferentes movimientos como sismos, impulsos y vibraciones armónicas y permite realizar ensayos con pequeñas estructuras modelo. A cada módulo se le adicionaron actuadores y sensores electrónicos de desplazamiento, aceleración, y fuerza, una tarjeta de adquisición de datos para enviar y recibir señales y comunicar el hardware de experimentación con el computador asociado; los cuales se interconectan a un Servidor Central que recibe a los usuarios y autoriza el acceso al móduloexperimental adecuado gracias a la interconexión de estos equipos por medio de un switch. Además, se presenta la estructura general de las interfaces de experimentación y el procedimiento realizado por el estudiante para utilizar los laboratorios remotos.

  19. INTERVALOS DE INTEGRACIÓN UNIFICADOS PARA LA CARACTERIZACIÓN ESTRUCTURAL DE PETRÓLEOS, CARBONES O SUS FRACCIONES POR RMN 1H Y RMN 13C

    Directory of Open Access Journals (Sweden)

    Avella Eliseo

    2010-09-01

    Full Text Available Con base en la revisión de publicaciones, hechas entre 1972 y 2006, se evidenció que hay imprecisiones en los límites de los intervalos de integración que los autores asignan a las señales en resonancia magnética nuclear (RMN para hacer la caracterización estructural de petróleos, carbones o sus fracciones derivadas, a partir de sus espectros de hidrógeno (RMN 1H o de carbono (RMN 13C. En consecuencia, se determinaron límites unificados para la integración de los espectros RMN 1H y RMN 13C de tales muestras mediante un tratamiento estadístico aplicado a los límites de los intervalos de integración ya publicados. Con esos límites unificados se elaboraron cartas de correlación en RMN útiles para la asignación de la integral en esos intervalos, y aun en otros de menor extensión definidos en función de la intersección entre asignaciones diferentes. Además se plantearon ecuaciones necesarias para establecer la integral atribuible a fragmentos más específicos en un intento por hacer una caracterización estructural más exacta a partir de los espectros RMN de petróleos, carbones o sus fracciones derivadas.

  20. Una Matriz de Contabilidad Social de México y un análisis estructural de la economía mexicana

    Directory of Open Access Journals (Sweden)

    Gaspar Núñez

    2010-01-01

    Full Text Available El objetivo central de este trabajo es el de presentar una Matriz de Contabilidad Social (MCS de la economía mexicana para 1996, detallando la metodología que seguimos para construirla. Ilustramos aquí su utilidad llevando a cabo un análisis estructural básico para estudiar algunos impactos exógenos y aplicando una extensión del modelo de Leontief. Específicamente, computamos la Matriz de Multiplicadores Generalizados para analizar el impacto sobre la distribución del ingreso de un incremento en la demanda agregada uniformemente distribuido, de un incremento en la inversión, de un incremento en las exportaciones y de un aumento en el gasto público en sanidad o educación. Por otra parte, además de constituir una herramienta útil por sí misma y de ser el objeto de estudio de una amplia gama de herramientas del análisis estructural, una MCS también constituye la base de datos sobre la que se diseñan e implementan los modelos de equilibrio general aplicado.

  1. Caracterización estructural de vidrios con altos contenidos de óxidos de hierro obtenidos a partir de un residuo de la hidrometalurgia del zinc

    Directory of Open Access Journals (Sweden)

    Romero, M.

    1997-10-01

    Full Text Available It has been carried out the structural characterization of high oxide content glasses obtained by melting of a goethite industrial waste from the zinc hydrometallurgy with other raw materials as dolomite and glass cullet. The structural characterization has been carried out by X-Ray Diffraction (XRD, X-Ray Diffraction by Amorphous Dispersion (RDF and Mossbauer spectroscopy. It has been determined the interatomic distance, the oxidation state and the coordination of iron atoms in these glasses.

    En este trabajo se ha llevado a cabo la caracterización estructural de vidrios con altos contenidos de óxidos de hierro obtenidos por fusión de un residuo industrial de goethita procedente de la hidrometalurgia del zinc con otras materias primas (dolomita y casco de vidrio. El estudio estructural se ha realizado por difracción de rayos-X (DRX, difracción de rayos-X por dispersión amorfa (RDF y espectroscopia Mössbauer, determinándose las distancias interatómicas, el estado de oxidación y la coordinación de los átomos de hierro en este nuevo tipo de vidrios.

  2. Development of Pipe Holding Mechanism for Pipe Inspection Robot Using Flexible Pneumatic Cylinder

    Directory of Open Access Journals (Sweden)

    Choi Kyujun

    2016-01-01

    Full Text Available A pipe inspection robot is useful to reduce the inspection cost. In the previous study, a novel pipe inspection robot using a flexible pneumatic cylinder that can move forward along to the pipe by changing the robot’s body naturally was proposed and tested. In this paper, to improve its mobility for a corner of a pipe, the thin pipe holding mechanism using pneumatic bellows was proposed and tested. As a result of its driving test, the holding performance of the mechanism was confirmed.

  3. Piping reliability model development, validation and its applications to light water reactor piping

    International Nuclear Information System (INIS)

    Woo, H.H.

    1983-01-01

    A brief description is provided of a three-year effort undertaken by the Lawrence Livermore National Laboratory for the piping reliability project. The ultimate goal of this project is to provide guidance for nuclear piping design so that high-reliability piping systems can be built. Based on the results studied so far, it is concluded that the reliability approach can undoubtedly help in understanding not only how to assess and improve the safety of the piping systems but also how to design more reliable piping systems

  4. COMPORTAMIENTO ESTRUCTURAL DE LOS ÁCIDOS HÚMICOS OBTENIDOS DE UN SUELO ANDISOL DEL DEPARTAMENTO DEL CAUCA

    Directory of Open Access Journals (Sweden)

    Carmen Mosquera

    2008-04-01

    Full Text Available Las sustancias húmicas del suelo constan de una mezcla heterogénea de compuestos, en la que cada fracción (ácidos húmicos, ácidos fúlvicos y huminas está constituida por moléculas de tamaños diferentes, y su estructura depende considerablemente tanto de los materiales orgánicos presentes en el suelo, como de las diferentes condiciones ambientales. Este estudio, empleó técnicas de espectroscopía ultravioleta – visible (relación E4/E6, infrarroja con transformada de Fourier  y resonancia magnética nuclear 13C (RMN para identificar la estructura química de una muestra de ácidos húmicos (AH provenientes de un suelo agrícola del departamento del Cauca, y los cambios que dicha estructura presenta en diferentes medios de reacción, como en anhídrido acético y alcohol absoluto. Los AH se obtuvieron a partir de la materia orgánica del suelo, mediante una separación granulométrica del suelo y una extracción sucesiva empleando tres soluciones básicas: tetraborato de sodio (0,05M, pirofosfato de sodio (0,05M e hidróxido de sodio (0,1M, purificándolos a través de tratamientos ácidos HCl-HF 1%, centrifugación de alta velocidad y diálisis. La relación E4/E6 mostró cambios en el grado de condensación de los AH en los diferentes medios de reacción, corroborándose dichos cambios por el aparecimiento de nuevas bandas o disminución y aumento de otras en los espectros infrarrojos, y por los cambios apreciables en las bandas y distribución de la intensidad en las diferentes regiones de los espectros de resonancia magnética nuclear 13C. Esta investigación  muestra cambios químicos y estructurales de los ácidos húmicos extraídos de un suelo agrícola, que  concuerdan con diferentes investigaciones efectuadas en este campo.

  5. Nefelómetro para la Dosificación Aproximada de Potasio en Soluciones muy Diluidas

    Directory of Open Access Journals (Sweden)

    Jaramillo Madariaga G.

    1939-08-01

    Full Text Available Desde hace algún tiempo en la Sección de Química de la Facultad Nacional de Agronomía se trabaja en el desarrollo de un equipo portátil para la dosificación de los elementos nutritivos inmediatamente asimilables en los extractos de suelos, con el fin de que los agrónomos oficiales puedan formarse una idea sobre la mayor o menor fertilidad de los terrenos y determinar con alguna precisión cuales de dichos elementos se hallan en cantidad insuficiente para una producción normal. Aun cuando existen reacciones colorimétricas que se utilizan, con tal fin, la tarea de adaptar dichas reacciones a métodos sencillos, rápidos y suficientemente exactos en un equipo compacto, con reactivos poco alterables, exige una labor de paciente investigación, sobre todo en nuestro medio donde se encuentran dificultades de diversa índole para la fabricación en serie de aparatos que requieran alguna precisión. Los turbidímetros que se basan en medir el espesor de la capa líquida necesaria para hacer invisible un punto luminoso o una línea, quedaron en este caso fuera de consideración por no tener la sensibilidad necesaria para soluciones de menos de cinco miligramos de potasio por litro; por requerir,un gran volumen de solución y por estar sujetos a la mayor o menor agudeza visual del operador. Se construyó un aparato en el cual, en lugar de variar el espesor de la capa líquida, se variaba la intensidad del punto luminoso variando su distancia del tubo de observación; pero sólo se obtuvieron resultados aceptables cuando la concentración de la solución no era inferior a diez miligramos de potasio por litro.

  6. Flat flexible polymer heat pipes

    International Nuclear Information System (INIS)

    Oshman, Christopher; Li, Qian; Liew, Li-Anne; Yang, Ronggui; Bright, Victor M; Lee, Y C

    2013-01-01

    Flat, flexible, lightweight, polymer heat pipes (FPHP) were fabricated. The overall geometry of the heat pipe was 130 mm × 70 mm × 1.31 mm. A commercially available low-cost film composed of laminated sheets of low-density polyethylene terephthalate, aluminum and polyethylene layers was used as the casing. A triple-layer sintered copper woven mesh served as a liquid wicking structure, and water was the working fluid. A coarse nylon woven mesh provided space for vapor transport and mechanical rigidity. Thermal power ranging from 5 to 30 W was supplied to the evaporator while the device was flexed at 0°, 45° and 90°. The thermal resistance of the FPHP ranged from 1.2 to 3.0 K W −1 depending on the operating conditions while the thermal resistance for a similar-sized solid copper reference was a constant at 4.6 K W −1 . With 25 W power input, the thermal resistance of the liquid–vapor core of the FPHP was 23% of a copper reference sample with identical laminated polymer material. This work shows a promising combination of technologies that has the potential to usher in a new generation of highly flexible, lightweight, low-cost, high-performance thermal management solutions. (paper)

  7. Heat-pipe thermionic reactor concept

    DEFF Research Database (Denmark)

    Storm Pedersen, E.

    1967-01-01

    Main components are reactor core, heat pipe, thermionic converter, secondary cooling system, and waste heat radiator; thermal power generated in reactor core is transported by heat pipes to thermionic converters located outside reactor core behind radiation shield; thermionic emitters are in direct...

  8. Failure analysis on a chemical waste pipe

    International Nuclear Information System (INIS)

    Ambler, J.R.

    1985-01-01

    A failure analysis of a chemical waste pipe illustrates how nuclear technology can spin off metallurgical consultant services. The pipe, made of zirconium alloy (Zr-2.5 wt percent Nb, UNS 60705), had cracked in several places, all at butt welds. A combination of fractography and metallography indicated delayed hydride cracking

  9. Advanced industrial ceramic heat pipe recuperators

    Energy Technology Data Exchange (ETDEWEB)

    Strumpf, H.J.; Stillwagon, T.L.; Kotchick, D.M.; Coombs, M.G.

    1988-01-01

    This paper summarizes the results of an investigation involving the use of ceramic heat pipe recuperators for high-temperature heat recovery from industrial furnaces. The function of the recuperator is to preheat combustion air with furnace exhaust gas. The heat pipe recuperator comprises a bundle of individual ceramic heat pipes acting in concert, with a partition separating the air and exhaust gas flow streams. Because each heat pipe is essentially an independent heat exchanger, the failure of a single tube does not compromise recuperator integrity, has only a minimal effect on overall heat exchanger performance and enables easier replacement of individual heat pipes. In addition, the heat pipe acts as an essentially isothermal heat transfer device, leading to a high thermodynamic efficiency. Cost estimates developed for heat pipe recuperator systems indicate favorable payback periods. Laboratory studies have demonstrated the feasibility of fabricating the required ceramic tubes, coating the inside of the tubes with CVD tungsten, and sealing the heat pipe with an electron-beam-welded or vacuum-brazed end cap.

  10. 75 FR 877 - Drill Pipe From China

    Science.gov (United States)

    2010-01-06

    ... Pipe From China AGENCY: International Trade Commission. ACTION: Institution of antidumping and... States is materially retarded, by reason of imports from China of drill pipe, provided for in subheadings... Government of China. Unless the Department of Commerce extends the time for initiation pursuant to sections...

  11. 49 CFR 192.59 - Plastic pipe.

    Science.gov (United States)

    2010-10-01

    ... Other Regulations Relating to Transportation (Continued) PIPELINE AND HAZARDOUS MATERIALS SAFETY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION (CONTINUED) PIPELINE SAFETY TRANSPORTATION OF NATURAL AND OTHER GAS BY PIPELINE: MINIMUM FEDERAL SAFETY STANDARDS Materials § 192.59 Plastic pipe. (a) New plastic pipe...

  12. 49 CFR 192.55 - Steel pipe.

    Science.gov (United States)

    2010-10-01

    ... Other Regulations Relating to Transportation (Continued) PIPELINE AND HAZARDOUS MATERIALS SAFETY ADMINISTRATION, DEPARTMENT OF TRANSPORTATION (CONTINUED) PIPELINE SAFETY TRANSPORTATION OF NATURAL AND OTHER GAS BY PIPELINE: MINIMUM FEDERAL SAFETY STANDARDS Materials § 192.55 Steel pipe. (a) New steel pipe is...

  13. 46 CFR 182.455 - Fuel piping.

    Science.gov (United States)

    2010-10-01

    ... system is of nickel-copper or copper-nickel. When making tube connections, the tubing must be cut square...) MACHINERY INSTALLATION Specific Machinery Requirements § 182.455 Fuel piping. (a) Materials and workmanship. The materials and construction of fuel lines, including pipe, tube, and hose, must comply with the...

  14. Detecting pipe bursts by monitoring water demand

    NARCIS (Netherlands)

    Bakker, M.; Vreeburg, J.H.G.; Van der Roer, M.; Sperber, V.

    2012-01-01

    An algorithm which compares measured and predicted water demands to detect pipe bursts was developed and tested on three data sets of water demand and reported pipe bursts of three years. The algorithm proved to be able to detect bursts where the water loss exceeds 30% of the average water demand in

  15. Pipe failure probability - the Thomas paper revisited

    International Nuclear Information System (INIS)

    Lydell, B.O.Y.

    2000-01-01

    Almost twenty years ago, in Volume 2 of Reliability Engineering (the predecessor of Reliability Engineering and System Safety), a paper by H. M. Thomas of Rolls Royce and Associates Ltd. presented a generalized approach to the estimation of piping and vessel failure probability. The 'Thomas-approach' used insights from actual failure statistics to calculate the probability of leakage and conditional probability of rupture given leakage. It was intended for practitioners without access to data on the service experience with piping and piping system components. This article revisits the Thomas paper by drawing on insights from development of a new database on piping failures in commercial nuclear power plants worldwide (SKI-PIPE). Partially sponsored by the Swedish Nuclear Power Inspectorate (SKI), the R and D leading up to this note was performed during 1994-1999. Motivated by data requirements of reliability analysis and probabilistic safety assessment (PSA), the new database supports statistical analysis of piping failure data. Against the background of this database development program, the article reviews the applicability of the 'Thomas approach' in applied risk and reliability analysis. It addresses the question whether a new and expanded database on the service experience with piping systems would alter the original piping reliability correlation as suggested by H. M. Thomas

  16. Laser-GMA Hybrid Pipe Welding System

    Science.gov (United States)

    2007-11-01

    Investigation of varying laser power. The welded pipe is shown, with close -ups of the rootside reinforcement and macro sections...68 Figure 44. Investigation of varying laser stand-off. The welded pipe is shown, along with close -ups of backside...conventional beveled joints. With appropriate joint configuration and preparation, deep keyhole penetration provided by the laser and additional filler

  17. Heat Pipes Reduce Engine-Exhaust Emissions

    Science.gov (United States)

    Schultz, D. F.

    1986-01-01

    Increased fuel vaporization raises engine efficiency. Heat-pipe technology increased efficiency of heat transfer beyond that obtained by metallic conduction. Resulted in both improved engine operation and reduction in fuel consumption. Raw material conservation through reduced dependence on strategic materials also benefit from this type of heat-pipe technology. Applications result in improved engine performance and cleaner environment.

  18. Water driven turbine/brush pipe cleaner

    Science.gov (United States)

    Werlink, Rudy J. (Inventor)

    1995-01-01

    Assemblies are disclosed for cleaning the inside walls of pipes and tubes. A first embodiment includes a small turbine with angled blades axially mounted on one end of a standoff support. An O-ring for stabilizing the assembly within the pipe is mounted in a groove within the outer ring. A replaceable circular brush is fixedly mounted on the opposite end of the standoff support and can be used for cleaning tubes and pipes of various diameters, lengths and configurations. The turbine, standoff support, and brush spin in unison relative to a hub bearing that is fixedly attached to a wire upstream of the assembly. The nonrotating wire is for retaining the assembly in tension and enabling return of the assembly to the pipe entrance. The assembly is initially placed in the pipe or tube to be cleaned. A pressurized water or solution source is provided at a required flow-rate to propel the assembly through the pipe or tube. The upstream water pressure propels and spins the turbine, standoff support and brush. The rotating brush combined with the solution cleans the inside of the pipe. The solution flows out of the other end of the pipe with the brush rotation controlled by the flow-rate. A second embodiment is similar to the first embodiment but instead includes a circular shaped brush with ring backing mounted in the groove of the exterior ring of the turbine, and also reduces the size of the standoff support or eliminates the standoff support.

  19. Mechanized ultrasonic inspection of austenitic pipe systems

    International Nuclear Information System (INIS)

    Dressler, K.; Luecking, J.; Medenbach, S.

    1999-01-01

    The contribution explains the system of standard testing methods elaborated by ABB ZAQ GmbH for inspection of austenitic plant components. The inspection tasks explained in greater detail are basic materials testing (straight pipes, bends, and pipe specials), and inspection of welds and dissimilar welds. The techniques discussed in detail are those for detection and sizing of defects. (orig./CB) [de

  20. Backward erosion piping : Initiation and progression

    NARCIS (Netherlands)

    Van Beek, V.M.

    2015-01-01

    Backward erosion piping is an internal erosion mechanism during which shallow pipes are formed in the direction opposite to the flow underneath water-retaining structures as a result of the gradual removal of sandy material by the action of water. It is an important failure mechanism in both dikes

  1. CAPD Software Development for Automatic Piping System Design: Checking Piping Pocket, Checking Valve Level and Flexibility

    International Nuclear Information System (INIS)

    Ari Satmoko; Edi Karyanta; Dedy Haryanto; Abdul Hafid; Sudarno; Kussigit Santosa; Pinitoyo, A.; Demon Handoyo

    2003-01-01

    One of several steps in industrial plant construction is preparing piping layout drawing. In this drawing, pipe and all other pieces such as instrumentation, equipment, structure should be modeled A software called CAPD was developed to replace and to behave as piping drafter or designer. CAPD was successfully developed by adding both subprogram CHKUPIPE and CHKMANV. The first subprogram can check and gives warning if there is piping pocket in the piping system. The second can identify valve position and then check whether valve can be handled by operator hand The main program CAPD was also successfully modified in order to be capable in limiting the maximum length of straight pipe. By limiting the length, piping flexibility can be increased. (author)

  2. Secondary pipe rupture at Mihama unit 3

    International Nuclear Information System (INIS)

    Hajime Ito; Takehiko Sera

    2005-01-01

    The secondary system pipe rupture occurred on August 9, 2004, while Mihama unit 3 was operating at the rated thermal power. The rupture took place on the condensate line-A piping between the No.4 LP heater and the deaerator, downstream of an orifice used for measuring the condensate flux. The pipe is made of carbon steel, and normally has 558.8 mm diameter and 10 mm thickness. The pipe wall had thinned to 0.4 mm at the point of minimum thickness. It is estimated that the disturbed flow of water downstream of the orifice caused erosion/corrosion and developed wall thinning, leading to a rupture at the thinnest section under internal pressure, about 1MPa. Observation of the pipe internal surface revealed a scale-like pattern typical in this kind of phenomenon. Eleven workers who were preparing for an annual outage that was to start from August 14 suffered burn injuries, of who five died. Since around 1975, we, Kansai Electric, have been checking pipe wall thickness while focusing on the thinning of carbon steel piping in the secondary system. Summarizing the results from such investigation and reviewing the latest technical knowledge including operating experience from overseas utilities, we compiled the pipe thickness management guideline for PWR secondary pipes, 1990. The pipe section that ruptured at the Mihama unit 3 should have been included within the inspection scopes according to the guideline but was not registered on the inspection list. It had not been corrected for almost thirty years. As the result, this pipe section had not been inspected even once since the beginning of the plant operation, 1976. It seems that the quality assurance and maintenance management had not functioned well regarding the secondary system piping management, although we were responsible for the safety of nuclear power plants as licensee. We will review the secondary system inspection procedure and also improve the pipe thickness management guideline. And also, we would replace

  3. Inspection technology for high pressure pipes

    Energy Technology Data Exchange (ETDEWEB)

    Kim, Jae H.; Lee, Jae C.; Eum, Heung S.; Choi, Yu R.; Moon, Soon S.; Jang, Jong H

    2000-02-01

    Various kinds of defects are likely to be occurred in the welds of high pressure pipes in nuclear power plants. Considering the recent accident of Zuruga nuclear power plant in Japan, reasonable policy is strongly requested for the high pressure pipe integrity. In this study, we developed the technologies to inspect pipe welds automatically. After development of scanning robot prototype in the first research year, we developed and implemented the algorithm of automatic tracking of the scanning robot along the weld line of the pipes. We use laser slit beam on weld area and capture the image using digital camera. Through processing of the captures image, we finally determine the weld line automatically. In addition, we investigated a new technology on micro systems for developing micro scanning robotic inspection of the pipe welds. The technology developed in this study is being transferred to the industry. (author)

  4. Heat pipe nuclear reactor for space power

    Science.gov (United States)

    Koening, D. R.

    1976-01-01

    A heat-pipe-cooled nuclear reactor has been designed to provide 3.2 MWth to an out-of-core thermionic conversion system. The reactor is a fast reactor designed to operate at a nominal heat-pipe temperature of 1675 K. Each reactor fuel element consists of a hexagonal molybdenum block which is bonded along its axis to one end of a molybdenum/lithium-vapor heat pipe. The block is perforated with an array of longitudinal holes which are loaded with UO2 pellets. The heat pipe transfers heat directly to a string of six thermionic converters which are bonded along the other end of the heat pipe. An assembly of 90 such fuel elements forms a hexagonal core. The core is surrounded by a thermal radiation shield, a thin thermal neutron absorber, and a BeO reflector containing boron-loaded control drums.

  5. IPIRG programs - advances in pipe fracture technology

    International Nuclear Information System (INIS)

    Wilkowski, G.; Olson, R.; Scott, P.

    1997-01-01

    This paper presents an overview of the advances made in fracture control technology as a result of the research performed in the International Piping Integrity Research Group (IPIRG) program. The findings from numerous experiments and supporting analyses conducted to investigate the behavior of circumferentially flawed piping and pipe systems subjected to high-rate loading typical of seismic events are summarized. Topics to be discussed include; (1) Seismic loading effects on material properties, (2) Piping system behavior under seismic loads, (3) Advances in elbow fracture evaluations, and (4) open-quotes Realclose quotes piping system response. The presentation for each topic will be illustrated with data and analytical results. In each case, the state-of-the-art in fracture mechanics prior to the first IPIRG program will be contrasted with the state-of-the-art at the completion of the IPIRG-2 program

  6. Ultrasonic guided waves in eccentric annular pipes

    International Nuclear Information System (INIS)

    Pattanayak, Roson Kumar; Balasubramaniam, Krishnan; Rajagopal, Prabhu

    2014-01-01

    This paper studies the feasibility of using ultrasonic guided waves to rapidly inspect tubes and pipes for possible eccentricity. While guided waves are well established in the long range inspection of structures such as pipes and plates, studies for more complex cross sections are limited and analytical solutions are often difficult to obtain. Recent developments have made the Semi Analytical Finite Element (SAFE) method widely accessible for researchers to study guided wave properties in complex structures. Here the SAFE method is used to study the effect of eccentricity on the modal structures and velocities of lower order guided wave modes in thin pipes of diameters typically of interest to the industry. Results are validated using experiments. The paper demonstrates that even a small eccentricity in the pipe can strongly affect guided wave mode structures and velocities and hence shows potential for pipe eccentricity inspection

  7. IPIRG programs - advances in pipe fracture technology

    Energy Technology Data Exchange (ETDEWEB)

    Wilkowski, G.; Olson, R.; Scott, P. [Batelle, Columbus, OH (United States)

    1997-04-01

    This paper presents an overview of the advances made in fracture control technology as a result of the research performed in the International Piping Integrity Research Group (IPIRG) program. The findings from numerous experiments and supporting analyses conducted to investigate the behavior of circumferentially flawed piping and pipe systems subjected to high-rate loading typical of seismic events are summarized. Topics to be discussed include; (1) Seismic loading effects on material properties, (2) Piping system behavior under seismic loads, (3) Advances in elbow fracture evaluations, and (4) {open_quotes}Real{close_quotes} piping system response. The presentation for each topic will be illustrated with data and analytical results. In each case, the state-of-the-art in fracture mechanics prior to the first IPIRG program will be contrasted with the state-of-the-art at the completion of the IPIRG-2 program.

  8. Pipe supports and anchors - LMFBR applications

    International Nuclear Information System (INIS)

    Anderson, M.J.

    1983-06-01

    Pipe design and support design can not be treated as separate disciplines. A coordinated design approach is required if LMFBR pipe system adequacy is to be achieved at a reasonable cost. It is particularly important that system designers understand and consider those factors which influence support train flexibility and thus the pipe system dynamic stress levels. The system approach must not stop with the design phase but should continue thru the erection and acceptance test procedures. The factors that should be considered in the design of LMFBR pipe supports and anchors are described. The various pipe support train elements are described together with guidance on analysis, design and application aspects. Post erection acceptance and verification test procedures are then discussed

  9. Solar heat-pipe wick modeling

    Energy Technology Data Exchange (ETDEWEB)

    Andraka, C.E.

    1999-07-01

    Stirling-cycle engines have been identified as a promising technology for the conversion of concentrated solar energy into usable electrical power. In previous experimental work, the author has demonstrated that a heat pipe receiver can significantly improve system performance over a directly-illuminated heater head. The design and operating conditions of a heat pipe receiver differ significantly from typical laboratory heat pipes. New wick structures have been developed to exploit the characteristics of the solar generation system. Typically, these wick structures allow vapor generation within the wick. Conventional heat pipe models do not handle this enhancement, yet it can more than double the performance of the wick. In this study, the author developed a steady-state model of a boiling-enhanced wick for a solar heat pipe receiver. The model is used for design-point calculations and is written in FORTRAN90. Some limited comparisons have been made with actual test data.

  10. Nuclear piping system damping data studies

    International Nuclear Information System (INIS)

    Ware, A.G.; Arendts, J.G.

    1985-01-01

    A programm has been conducted at the Idaho National Engineering Laboratory to study structural damping data for nuclear piping systems and to evaluate if changes in allowable damping values for structural seismic analyses are justified. The existing pipe damping data base was examined, from which a conclusion was made that there were several sets of data to support higher allowable values. The parameters which most influence pipe damping were identified and an analytical investigation demonstrated that increased damping would reduce the required number of seismic supports. A series of tests on several laboratory piping systems was used to determine the effect of various parameters such as types of supports, amplitude of vibration, frequency, insulation, and pressure on damping. A multiple regression analysis was used to statistically assess the influence of the various parameters on damping, and an international pipe damping data bank has been formed. (orig.)

  11. Chemical laser exhaust pipe design research

    Science.gov (United States)

    Sun, Yunqiang; Huang, Zhilong; Chen, Zhiqiang; Ren, Zebin; Guo, Longde

    2016-10-01

    In order to weaken the chemical laser exhaust gas influence of the optical transmission, a vent pipe is advised to emissions gas to the outside of the optical transmission area. Based on a variety of exhaust pipe design, a flow field characteristic of the pipe is carried out by numerical simulation and analysis in detail. The research results show that for uniform deflating exhaust pipe, although the pipeline structure is cyclical and convenient for engineering implementation, but there is a phenomenon of air reflows at the pipeline entrance slit which can be deduced from the numerical simulation results. So, this type of pipeline structure does not guarantee seal. For the design scheme of putting the pipeline contract part at the end of the exhaust pipe, or using the method of local area or tail contraction, numerical simulation results show that backflow phenomenon still exists at the pipeline entrance slit. Preliminary analysis indicates that the contraction of pipe would result in higher static pressure near the wall for the low speed flow field, so as to produce counter pressure gradient at the entrance slit. In order to eliminate backflow phenomenon at the pipe entrance slit, concerned with the pipeline type of radial size increase gradually along the flow, flow field property in the pipe is analyzed in detail by numerical simulation methods. Numerical simulation results indicate that there is not reflow phenomenon at entrance slit of the dilated duct. However the cold air inhaled in the slit which makes the temperature of the channel wall is lower than the center temperature. Therefore, this kind of pipeline structure can not only prevent the leak of the gas, but also reduce the wall temperature. In addition, compared with the straight pipe connection way, dilated pipe structure also has periodic structure, which can facilitate system integration installation.

  12. Efecto económico de la racionalización de medicamentos y soluciones parenterales en las enfermedades diarreicas agudas

    Directory of Open Access Journals (Sweden)

    . Enrique A. González Corona

    1995-12-01

    Full Text Available Se estudió el costo total (en pesos y por cada paciente, de los medicamentos (antimicrobianos, antieméticos y antiespasmódicos y soluciones parenterales utilizados en el servicio de Enfermedades Diarreicas Agudas del Hospital Infantil Docente Sur de Santiago de Cuba, para lo cual se revisaron los controles económicos mensuales del Departamento de Contabilidad durante el segundo semestre de 1993, cuyos resultados se compararon con igual período de 1992. Además, en el caso de los antimicrobianos se analizaron y confrontaron los años 1991, 1992 y 1993. Al establecer las diferencias numéricas por epígrafe se alcanzó el porcentaje de variación (aumento o reducción a partir del valor obtenido en 1992. En el caso de los antimicrobianos (antibacterianos y antiprotozoarios, se calculó el porcentaje de reducción total y unitario por año y global en el trienio, sobre la base del valor del costo en 1991; ambos aspectos se estudiaron por separado. Se constató un efecto general positivo en la disminución del costo unitario por medicamentos y soluciones parenterales; particularmente en el caso de los antimicrobianos durante el último trienio se observó una notable reducción de éstos, tanto de los antibacterianos como de los antiprotozoarios.

  13. INFLUENCIA DE LA QUÍMICA SUPERFICIAL EN LA ENTALPÍA DE INMERSIÓN DE CARBONES ACTIVADOS EN SOLUCIONES ACUOSAS DE FENOL Y 4-NITRO FENOL

    Directory of Open Access Journals (Sweden)

    Luisa Fernanda Navarrete

    2008-04-01

    Full Text Available Se estudian las interacciones de cinco muestras de carbón activado obtenidas a partir de diferentes materiales lignocelulósicos, con diferente grado de activación alrededor de 20%, con soluciones acuosas de fenol y 4-nitro fenol mediante la determinación de las entalpías de inmersión. Se establece que los carbones activados obtenidos son de carácter básico y presentan valores para el punto de carga cero (PZC, que varían entre 7,4 y 9,7, y contenidos de basicidad total mayores en todos los casos que los valores obtenidos para la acidez total. Se determina la entalpía de inmersión de los carbones activados en soluciones de NaOH y HCl con valores mayores para la entalpía de inmersión en HCl que se encuentran entre 32,6 y 68,3 Jg-1. Las entalpías de inmersión en solución de fenol se hallan entre 7,6 y 13,9 Jg-1, y para el caso del 4-nitro fenol se encuentran entre 12,7 y 20,5 Jg-1; con valores mayores para todas las muestras para la inmersión en el segundo compuesto.

  14. Heat pipes for temperature control

    International Nuclear Information System (INIS)

    Groll, M.

    1978-01-01

    Heat pipes have known for years as effective constructional elements for temperature control. With the aid of special techniques (gas, liquid, steam, and voltage control), special operating characteristics can be obtained, e.g. variable heat conduction or diode behaviour. Their main field of application is in spacecraft technology and in nuclear technology in the isothermalisation of irradiation capsules. The different control techniques are presented and critically evaluated on the basis of characteristic properties like heat transfer capacity, volume and mass requirements, complexity of structure and production, reliability, and temperature control characteristics. Advantages and shortcomings of the different concepts are derived and compared. The state of the art of these control techniques is established on the basis of four development levels. Finally, the necessity and direction of further R + D activities are discussed, and suggestions are made for further work. (orig./HP) [de

  15. Destabilizing turbulence in pipe flow

    Science.gov (United States)

    Kühnen, Jakob; Song, Baofang; Scarselli, Davide; Budanur, Nazmi Burak; Riedl, Michael; Willis, Ashley P.; Avila, Marc; Hof, Björn

    2018-04-01

    Turbulence is the major cause of friction losses in transport processes and it is responsible for a drastic drag increase in flows over bounding surfaces. While much effort is invested into developing ways to control and reduce turbulence intensities1-3, so far no methods exist to altogether eliminate turbulence if velocities are sufficiently large. We demonstrate for pipe flow that appropriate distortions to the velocity profile lead to a complete collapse of turbulence and subsequently friction losses are reduced by as much as 90%. Counterintuitively, the return to laminar motion is accomplished by initially increasing turbulence intensities or by transiently amplifying wall shear. Since neither the Reynolds number nor the shear stresses decrease (the latter often increase), these measures are not indicative of turbulence collapse. Instead, an amplification mechanism4,5 measuring the interaction between eddies and the mean shear is found to set a threshold below which turbulence is suppressed beyond recovery.

  16. Pipe rupture test results: 4-inch pipe whip tests under PWR LOCA conditions

    International Nuclear Information System (INIS)

    Miyazaki, Noriyuki; Ueda, Shuzo; Isozaki, Toshikuni; Kato, Rokuro; Kurihara, Ryoichi; Yano, Toshikazu; Miyazono, Shohachiro

    1982-09-01

    This report summarizes the results of 4-inch pipe whip tests (RUN No. 5506, 5507, 5508 and 5604) under the PWR LOCA conditions. The dynamic behaviors of the test pipe and restraints were studied in the tests. In the tests, the gap between the test pipe and the restraints was kept at the constant value of 8.85 mm and the overhang length was varied from 250 mm to 650 mm. The dynamic behaviors of the test pipe and the restraint were made clear by the outputs of strain gages and the measurements of residual deformations. The data of water hammer in subcooled water were also obtained by the pressure transducers mounted on the test pipe. The main conclusions obtained from the tests are as follows. (1) The whipping of pipe can be prevented more effectively as the overhang length becomes shorter. (2) The load acting on the restraint-support structure becomes larger as the overhang length becomes shorter. (3) The restraint farther from the break location does not limit the pipe movement except for the first impact when the overhang length is long. (4) The ultimate moment M sub(u) of the pipe at the restraint location can be used to predict the plastic collapse of the whipping pipe. (5) The restraints slide along the pipe axis and are subjected to bending moment, when the overhang length is long. (author)

  17. El ajuste estructural neoliberal en el sector agrario latinoamericano en la era de la globalización

    Directory of Open Access Journals (Sweden)

    Francisco García Pascual

    2003-10-01

    productividad,  balanza comercial, precios implícitos en la producción y en la exportación o nivel de ingresos de  los agricultores – podemos comprobar fehacientemente que la brecha que ha separado históricamente a la agricultura latinoamericana de  los sectores agrarios de los Estados Unidos o de la  Unión Europea es cada vez mayor. Es más, los  grandes problemas que atenazaban al mundo  agrario en América Latina a principios de los  ochenta (baja productividad, distribución desigual  de los recursos productivos, exclusión social, desequilibrios territoriales, amén de la dependencia tecnológica y de la dependencia financiera del  sector siguen siendo la realidad mayoritaria  después de dos décadas de ajuste estructural.

  18. Casing free district heating pipes; Mantelfria fjaerrvaermeroer

    Energy Technology Data Exchange (ETDEWEB)

    Saellberg, Sven-Erik; Nilsson, Stefan [Swedish National Testing and Research Inst., Goeteborg (Sweden)

    2005-07-01

    Previous studies have shown that polyurethane insulation (PUR foam) on district heating pipes acts as protection against water if it is of good quality, i.e. free from cracks, cavities and other defects. On the other hand water vapour easily diffuses through PUR foam. However this is not a problem as long as the steel pipe is warmer than the surface layer, since the high temperature will prevent the vapour from condensating. What will happen with the insulation of a casing free district heating pipe where the ground water level occasionally reaches above the pipe has not been studied in detail. The current project has studied to what extent moisture enters the PUR foam insulation of two approximately one meter long district heating pipes without casing which have been in the ground for four years. Occasionally, the ground-water has entirely covered the pipes. In addition, the foam has been studied with respect to damage from the surrounding backfill material. Test specimens were taken out of the casing free pipes and were analysed with respect to moisture content. Additional measurements were done with a moisture indicator, and the electric resistance between the steel pipes and the four surveillance wires in each pipe was measured. The results from the various measurement techniques were the compared. The results show that the PUR foam remains dry as long as the service pipe is hot if no defects, such as crack and cavities, are present. Close to the service pipe, the foam actually dries out over time. The moisture content of the middle layer remains more or less constant. Only the colder parts on the outside exhibit an increase in moisture content. It was also seen that defects may lead to water ingress with subsequent humidification of the foam. However, the damaged foam area is limited. This is not the case for a regular pipe with a vapour tight casing, where experience show that moisture tend to spread along the pipe. The pipes were buried in sand and no

  19. Medición del capital estructural de la organización: una investigación en el contexto de la Universidad Autónoma de Manizales

    Directory of Open Access Journals (Sweden)

    Cristhian Guillermo Naranjo Herrera

    2016-02-01

    Full Text Available Esta investigación se desarrolló con base en dos objetivos: 1 generar un instrumento mediante el cual las organizaciones puedan medir su capital estructural y 2 proporcionar evidencia empírica de este, bajo el marco conceptual del capital intelectual. Se realizó un estudio cuantitativo y descriptivo, de corte empírico-analítico. Mediante este se identificó, midió y analizó el capital estructural de la Universidad Autónoma de Manizales (uam para los años 2011 y 2012. Los resultados ponen en evidencia que es posible medir el capital estructural en una organización y, de esta manera, comprender su dinámica. Esto puede contribuir a la optimización de la gestión de sus activos intangibles. En la uam, específicamente, el capital estructural constituye una fortaleza. Esta se evidencia en la constante inversión en infraestructura tecnológica y su continuo fortalecimiento en el campo de la investigación, el desarrollo y la innovación (I+D+i.

  20. New portable pipe wall thickness measuring technique

    Science.gov (United States)

    Pascente, Joseph E.

    1998-03-01

    One of the biggest inspection challenges facing many of the process industries; namely the petrochemical, refining, fossil power, and pulp and paper industries is: How to effectively examine their insulated piping? While there are a number of failure mechanisms involved in various process piping systems, piping degradation through corrosion and erosion are by far the most prevalent. This degradation can be in the form of external corrosion under insulation, internal corrosion through a variety of mechanisms, and internal erosion caused by the flow of the product through the pipe. Refineries, chemical plants and electrical power plants have MANY thousands of miles of pipe that are insulated to prevent heat loss or heat absorption. This insulation is often made up of several materials, with calcium based material being the most dense. The insulating material is usually wrapped with an aluminum or stainless steel outer wrap. Verification of wall thickness of these pipes can be accomplished by removing the insulation and doing an ultrasound inspection or by taking x- rays at a tangent to the edge of the pipe through the insulation. Both of these processes are slow and expensive. The time required to obtain data is measured in hours per meter. The ultrasound method requires that the insulation be plugged after the inspection. The surface needs to be cleaned or the resulting data will not be accurate. The tangent x-ray only shows two thicknesses and requires that the area be roped off because of radiation safety.

  1. Modelling of fiberglass pipe destruction process

    Directory of Open Access Journals (Sweden)

    А. К. Николаев

    2017-03-01

    Full Text Available The article deals with important current issue of oil and gas industry of using tubes made of high-strength composite corrosion resistant materials. In order to improve operational safety of industrial pipes it is feasible to use composite fiberglass tubes. More than half of the accidents at oil and gas sites happen at oil gathering systems due to high corrosiveness of pumped fluid. To reduce number of accidents and improve environmental protection we need to solve the issue of industrial pipes durability. This problem could be solved by using composite materials from fiberglass, which have required physical and mechanical properties for oil pipes. The durability and strength can be monitored by a fiberglass winding method, number of layers in composite material and high corrosion-resistance properties of fiberglass. Usage of high-strength composite materials in oil production is economically feasible; fiberglass pipes production is cheaper than steel pipes. Fiberglass has small volume weight, which simplifies pipe transportation and installation. In order to identify the efficiency of using high-strength composite materials at oil production sites we conducted a research of their physical-mechanical properties and modelled fiber pipe destruction process.

  2. Heat pipes to reduce engine exhaust emissions

    Science.gov (United States)

    Schultz, D. F. (Inventor)

    1984-01-01

    A fuel combustor is presented that consists of an elongated casing with an air inlet conduit portion at one end, and having an opposite exit end. An elongated heat pipe is mounted longitudinally in the casing and is offset from and extends alongside the combustion space. The heat pipe is in heat transmitting relationship with the air intake conduit for heating incoming air. A guide conduit structure is provided for conveying the heated air from the intake conduit into the combustion space. A fuel discharge nozzle is provided to inject fuel into the combustion space. A fuel conduit from a fuel supply source has a portion engaged in heat transfer relationship of the heat pipe for preheating the fuel. The downstream end of the heat pipe is in heat transfer relationship with the casing and is located adjacent to the downstream end of the combustion space. The offset position of the heat pipe relative to the combustion space minimizes the quenching effect of the heat pipe on the gaseous products of combustion, as well as reducing coking of the fuel on the heat pipe, thereby improving the efficiency of the combustor.

  3. Piping system damping data at higher frequencies

    International Nuclear Information System (INIS)

    Ware, A.G.

    1987-01-01

    Research has been performed at the Idaho National Engineering Laboratory (INEL) for the United States Nuclear Regulatory Commission (USNRC) to determine best-estimate damping values for dynamic analyses of nuclear piping systems excited in the 20 to 100 Hz frequency range. Vibrations in this frequency range are typical of fluid-induced transients, for which no formal pipe damping guidelines exist. The available data found in the open literature and the USNRC/INEL nuclear piping damping data bank were reviewed, and a series of tests on a straight 3-in. (76-mm) piping system and a 5-in. (127-mm) system with several bends and elbows were conducted as part of this research program. These two systems were supported with typical nuclear piping supports that could be changed from test to test during the series. The resulting damping values were ≥ those of the Pressure Vessel Research Committee (PVRC) proposal for unisulated piping. Extending the PVRC damping curve from 20 to 100 Hz at 3% of critical damping would give a satisfactory representation of the test data. This position has been endorsed by the PVRC Technical Committee on Piping Systems. 14 refs

  4. Turbulent Heat Transfer in Curved Pipe Flow

    Science.gov (United States)

    Kang, Changwoo; Yang, Kyung-Soo

    2013-11-01

    In the present investigation, turbulent heat transfer in fully-developed curved pipe flow with axially uniform wall heat flux has been numerically studied. The Reynolds numbers under consideration are Reτ = 210 (DNS) and 1,000 (LES) based on the mean friction velocity and the pipe radius, and the Prandtl number (Pr) is 0.71. For Reτ = 210 , the pipe curvature (κ) was fixed as 1/18.2, whereas three cases of κ (0.01, 0.05, 0.1) were computed in the case of Reτ = 1,000. The mean velocity, turbulent intensities and heat transfer rates obtained from the present calculations are in good agreement with the previous numerical and experimental results. To elucidate the secondary flow structures due to the pipe curvature, the mean quantities and rms fluctuations of the flow and temperature fields are presented on the pipe cross-sections, and compared with those of the straight pipe flow. To study turbulence structures and their influence on turbulent heat transfer, turbulence statistics including but not limited to skewness and flatness of velocity fluctuations, cross-correlation coefficients, an Octant analysis, and turbulence budgets are presented and discussed. Based on our results, we attempt to clarify the effects of Reynolds number and the pipe curvature on turbulent heat transfer. This research was supported by Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Education, Science and Technology (2010-0008457).

  5. Structural integrity assessment of piping components

    International Nuclear Information System (INIS)

    Kushwaha, H.S.; Chattopadhyay, J.

    2008-01-01

    Integrity assessment of piping components is very essential for safe and reliable operation of power plants. Over the last several decades, considerable work has been done throughout the world to develop a methodology for integrity assessment of pipes and elbows, appropriate for the material involved. However, there is scope of further development/improvement of issues, particularly for pipe bends, that are important for accurate integrity assessment of piping. Considering this aspect, a comprehensive Component Integrity Test Program was initiated in 1998 at Bhabha Atomic Research Centre (BARC), India. In this program, both theoretical and experimental investigations were undertaken to address various issues related to the integrity assessment of pipes and elbows. Under the experimental investigations, fracture mechanics tests have been conducted on pipes and elbows of 200-400 mm nominal bore (NB) diameter with various crack configurations and sizes under different loading conditions. Tests on small tensile and three point bend specimens, machined from the tested pipes, have also been done to evaluate the actual stress-strain and fracture resistance properties of pipe/elbow material. The load-deflection curve and crack initiation loads predicted by non-linear finite element analysis matched well with the experimental results. The theoretical collapse moments of throughwall circumferentially cracked elbows, predicted by the recently developed equations, are found to be closer to the test data compared to the other existing equations. The role of stress triaxialities ahead of crack tip is also shown in the transferability of J-Resistance curve from specimen to component. The cyclic loading and system compliance effect on the load carrying capacity of piping components are investigated and new recommendations are made. (author)

  6. Response of buried pipes to missile impact

    International Nuclear Information System (INIS)

    Vardanega, C.; Cremonini, M.G.; Mirone, M.; Luciani, A.

    1989-01-01

    This paper presents the methodology and results of the analyses carried out to determine an effective layout and the dynamic response of safety related cooling water pipes, buried in backfill, for the Alto Lazio Nuclear Power Plant in Italy, subjected to missile impact loading at the backfill surface. The pipes are composed of a steel plate encased in two layers of high-quality reinforced concrete. The methodology comprises three steps. The first step is the definition of the 'free-field' dynamic response of the backfill soil, not considering the presence of the pipes, through a dynamic finite element direct integration analysis utilizing an axisymmetric model. The second step is the pipe-soil interaction analysis, which is conducted by utilizing the soil displacement and stress time-histories obtained in the previous steps. Soil stress time-histories, combined with the geostatic and other operational stresses (such as those due to temperature and pressure), are used to obtain the actions in the pipe walls due to ring type deformation. For the third step, the analysis of the beam type response, a lumped parameter model is developed which accounts for the soil stiffness, the pipe characteristics and the position of the pipe with respect to the impact area. In addition, the effect of the presence of large concrete structures, such as tunnels, between the ground surface and the pipe is evaluated. The results of the structural analyses lead to defining the required steel thickness and also allow the choice of appropriate embedment depth and layout of redundant lines. The final results of the analysis is not only the strength verification of the pipe section, but also the definition of an effective layout of the lines in terms of position, depth, steel thickness and joint design. (orig.)

  7. Fatigue analysis of aluminum drill pipes

    Directory of Open Access Journals (Sweden)

    João Carlos Ribeiro Plácido

    2005-12-01

    Full Text Available An experimental program was performed to investigate the fundamental fatigue mechanisms of aluminum drill pipes. Initially, the fatigue properties were determined through small-scale tests performed in an optic-mechanical fatigue apparatus. Additionally, full-scale fatigue tests were carried out with three aluminum drill pipe specimens under combined loading of cyclic bending and constant axial tension. Finally, a finite element model was developed to simulate the stress field along the aluminum drill pipe during the fatigue tests and to estimate the stress concentration factors inside the tool joints. By this way, it was possible to estimate the stress values in regions not monitored during the fatigue tests.

  8. Heat pipes theory, design and applications

    CERN Document Server

    Reay, David; Kew, Peter

    2013-01-01

    Heat Pipes, 6th Edition, takes a highly practical approach to the design and selection of heat pipes, making it an essential guide for practicing engineers and an ideal text for postgraduate students. This new edition has been revised to include new information on the underlying theory of heat pipes and heat transfer, and features fully updated applications, new data sections, and updated chapters on design and electronics cooling. The book is a useful reference for those with experience and an accessible introduction for those approaching the topic for the first time. Contains all informat

  9. Forensic characterization of HDPE pipes by DSC.

    Science.gov (United States)

    Sajwan, Madhuri; Aggarwal, Saroj; Singh, R B

    2008-03-05

    The melting behavior of 28 high density polyethylene (HDPE) pipe samples manufactured and supplied by 13 different manufacturers in India was examined by 'differential scanning calorimetry (DSC)' to find out if this parameter could be used in differentiating between these HDPE pipe samples which are chemically the same and being manufactured by different manufacturer. The results indicate that the melting temperature may serve as the useful criteria for differentiating HDPE (i) pipe samples from different sources and (ii) samples of different diameter from the same source.

  10. Vacuum pipe for e+e- interactions

    International Nuclear Information System (INIS)

    Hoard, C.T.

    1982-10-01

    The design, fabrication and testing of the beryllium vacuum chamber within the Mark II detector at SLAC is described. The Be chamber encloses one interaction point of the PEP circulating ring and is a part of its beam pipe. The Be chamber is captured within the Secondary Vertex Detector (SVD), a drift chamber, which is in turn centered in the Mark II drift chamber. Both ends of the beryllium pipe are brazed to aluminum/stainless transitions for connection to stainless steel bellows. A concentric radiation-screen liner of titanium foil runs the full length of the beryllium pipe

  11. Pipe crawlers: Versatile adaptations for real applications

    International Nuclear Information System (INIS)

    Hapstack, M.; Talarek, T.R.

    1990-01-01

    A problem at the Savannah River Site requires the unique application of a pipe crawler. A number of stainless steel pipes buried in concrete require ultrasonic inspection of the heat affected zones of the welds for detection of flaws or cracks. The paper describes the utilization of an inch-worm motion pipe crawler which negotiates a 90 degree reducing elbow with significant changes in diameter and vertical sections before entering the area of concern. After a discussion of general considerations and problem description, special requirements to meet the objectives and the design approach regarding the tractor, control system, instrument carriage, and radiation protection are discussed. 2 refs., 11 figs. (MB)

  12. Pipe whip analysis using the TEDEL code

    International Nuclear Information System (INIS)

    Millard, D.; Hoffmann, A.

    1985-02-01

    In view of their abundance, piping systems are one of the main components in power industries and in particular in nuclear power plants. They must be designed for normal as well as faulted conditions, for safety requirements. The prediction of the dynamic behaviour of the free pipe requires accounting for several nonlinearities. For this purpose, a beam type finite element program (TEDEL) has been used. The aim of this paper is to enlight the main features of this program, when applied to pipe whip analysis. An example of application to a real case will also be presented

  13. Subprogram Calculating The Distance Between Pipe And Plane For Automatic Piping System Design

    International Nuclear Information System (INIS)

    Satmoko, Ari

    2001-01-01

    DISTLNPL subprogram was created using Auto LISP software. This subprogram is planned to complete CAPD (Computer Aided Piping Design) software being developed. The CAPD works under the following method: suggesting piping system line and evaluating whether any obstacle allows the proposed line to be constructed. DISTLNPL is able to compute the distance between pipe and any equipment having plane dimension such as wall, platform, floors, and so on. The pipe is modeled by using a line representing its axis, and the equipment is modeled using a plane limited by some lines. The obtained distance between line and plane gives information whether the pipe crosses the equipment. In the case of crashing, the subprogram will suggest an alternative point to be passed by piping system. So far, DISTLNPL has not been able to be accessed by CAPD yet. However, this subprogram promises good prospect in modeling wall, platform, and floors

  14. Reliability of piping system components. Volume 4: The pipe failure event database

    Energy Technology Data Exchange (ETDEWEB)

    Nyman, R; Erixon, S [Swedish Nuclear Power Inspectorate, Stockholm (Sweden); Tomic, B [ENCONET Consulting GmbH, Vienna (Austria); Lydell, B [RSA Technologies, Visat, CA (United States)

    1996-07-01

    Available public and proprietary databases on piping system failures were searched for relevant information. Using a relational database to identify groupings of piping failure modes and failure mechanisms, together with insights from published PSAs, the project team determined why, how and where piping systems fail. This report represents a compendium of technical issues important to the analysis of pipe failure events, and statistical estimation of failure rates. Inadequacies of traditional PSA methodology are addressed, with directions for PSA methodology enhancements. A `data driven and systems oriented` analysis approach is proposed to enable assignment of unique identities to risk-significant piping system component failure. Sufficient operating experience does exist to generate quality data on piping failures. Passive component failures should be addressed by today`s PSAs to allow for aging analysis and effective, on-line risk management. 42 refs, 25 figs.

  15. Characterization of radioactive contamination inside pipes with the Pipe Explorer{sup trademark} system

    Energy Technology Data Exchange (ETDEWEB)

    Cremer, C.D.; Lowry, W.; Cramer, E. [Science and Engineering Associates, Inc., Albuquerque, NM (United States)] [and others

    1995-10-01

    The U.S. Department of Energy`s nuclear facility decommissioning program needs to characterize radiological contamination inside piping systems before the pipe can be recycled, remediated, or disposed. Historically, this has been attempted using hand held survey instrumentation, surveying only the accessible exterior portions of pipe systems. Difficulty, or inability of measuring threshold surface contamination values, worker exposure, and physical access constraints have limited the effectiveness of this approach. Science and Engineering associates, Inc. under contract with the DOE Morgantown Energy Technology Center has developed and demonstrated the Pipe Explorer{trademark} system, which uses an inverting membrane to transport various characterization sensors into pipes. The basic process involves inverting (turning inside out) a tubular impermeable membrane under air pressure. A characterization sensor is towed down the interior of the pipe by the membrane.

  16. Ultrasonic testing with the phased array method at the pipe connection inner edges in pipings

    International Nuclear Information System (INIS)

    Brekow, G.; Wuestenberg, H.; Hesselmann, H.; Rathgeb, W.

    1991-01-01

    Ultrasonic testing with the phased array method at the pipe connection inner edges in pipings. The pipe connection inner corner tests in feedwater lines to the main coolant pipe were carried out by Preussen-Elektra in cooperation with Siemens KWU and the BAM with the ultrasonic phased array method. The testing plan was developed by means of a computed model. For a trial of the testing plan, numerous ultrasonic measurements with the phased array method were carried out using a pipe test piece with TH-type inner edges, which was a 1:1 model of the reactor component to be tested. The data measured at several test notches in the pipe connection inner edge area covered by a plating of 6 mm were analyzed. (orig./MM) [de

  17. Reliability of piping system components. Volume 4: The pipe failure event database

    International Nuclear Information System (INIS)

    Nyman, R.; Erixon, S.; Tomic, B.; Lydell, B.

    1996-07-01

    Available public and proprietary databases on piping system failures were searched for relevant information. Using a relational database to identify groupings of piping failure modes and failure mechanisms, together with insights from published PSAs, the project team determined why, how and where piping systems fail. This report represents a compendium of technical issues important to the analysis of pipe failure events, and statistical estimation of failure rates. Inadequacies of traditional PSA methodology are addressed, with directions for PSA methodology enhancements. A 'data driven and systems oriented' analysis approach is proposed to enable assignment of unique identities to risk-significant piping system component failure. Sufficient operating experience does exist to generate quality data on piping failures. Passive component failures should be addressed by today's PSAs to allow for aging analysis and effective, on-line risk management. 42 refs, 25 figs

  18. Study on pressure pulsation and piping vibration of complex piping of reciprocating compressor

    International Nuclear Information System (INIS)

    Xu Bin; Feng Quanke; Yu Xiaoling

    2008-01-01

    This paper presents a preliminary research on the piping vibration and pressure pulsation of reciprocating compressor piping system. On the basis of plane wave theory, the calculation of gas column natural frequency and pressure pulsation in complex pipelines is done by using the transfer matrix method and stiffness matrix method, respectively. With the discretization method of FEM, a mathematical model for calculating the piping vibration and stress of reciprocating compressor piping system is established, and proper boundary conditions are proposed. Then the structural modal and stress of the piping system are calculated with CAESAR II. The comparison of measured and calculated values found that the one dimensional wave equation can accurately calculate the natural frequency and pressure pulsation in gas column of piping system for reciprocating compressor. (authors)

  19. 46 CFR 153.280 - Piping system design.

    Science.gov (United States)

    2010-10-01

    ... 46 Shipping 5 2010-10-01 2010-10-01 false Piping system design. 153.280 Section 153.280 Shipping... BULK LIQUID, LIQUEFIED GAS, OR COMPRESSED GAS HAZARDOUS MATERIALS Design and Equipment Piping Systems and Cargo Handling Equipment § 153.280 Piping system design. (a) Each cargo piping system must meet...

  20. 49 CFR 192.321 - Installation of plastic pipe.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 3 2010-10-01 2010-10-01 false Installation of plastic pipe. 192.321 Section 192... Transmission Lines and Mains § 192.321 Installation of plastic pipe. (a) Plastic pipe must be installed below ground level except as provided by paragraphs (g) and (h) of this section. (b) Plastic pipe that is...

  1. 49 CFR 192.121 - Design of plastic pipe.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 3 2010-10-01 2010-10-01 false Design of plastic pipe. 192.121 Section 192.121... BY PIPELINE: MINIMUM FEDERAL SAFETY STANDARDS Pipe Design § 192.121 Design of plastic pipe. Subject to the limitations of § 192.123, the design pressure for plastic pipe is determined by either of the...

  2. 49 CFR 192.277 - Ductile iron pipe.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 3 2010-10-01 2010-10-01 false Ductile iron pipe. 192.277 Section 192.277 Transportation Other Regulations Relating to Transportation (Continued) PIPELINE AND HAZARDOUS MATERIALS SAFETY... Ductile iron pipe. (a) Ductile iron pipe may not be joined by threaded joints. (b) Ductile iron pipe may...

  3. 49 CFR 192.125 - Design of copper pipe.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 3 2010-10-01 2010-10-01 false Design of copper pipe. 192.125 Section 192.125... BY PIPELINE: MINIMUM FEDERAL SAFETY STANDARDS Pipe Design § 192.125 Design of copper pipe. (a) Copper... hard drawn. (b) Copper pipe used in service lines must have wall thickness not less than that indicated...

  4. 46 CFR 182.430 - Engine exhaust pipe installation.

    Science.gov (United States)

    2010-10-01

    ... 46 Shipping 7 2010-10-01 2010-10-01 false Engine exhaust pipe installation. 182.430 Section 182... 100 GROSS TONS) MACHINERY INSTALLATION Specific Machinery Requirements § 182.430 Engine exhaust pipe... equipment might come in contact with an exhaust pipe. (b) Exhaust gas must not leak from the piping or any...

  5. Investigation on vibrational evaluation criteria for small-bore pipe

    International Nuclear Information System (INIS)

    Tsuji, Takashi; Maekawa, Akira; Takahashi, Tsuneo; Kato, Minoru; Torigoe, Yuichi

    2013-01-01

    The well-known organization such as API and SwRI in USA developed criteria for piping vibrational evaluation. These criteria are targeted for main pipes, but not branch pipes with small bore. In this study, applicability of criteria of API and SwRI to branch pipes was investigated. Vibration test using piping system with small bore branch pipe was conducted and amplitudes of vibrational stress and displacement were measured for various exciting force. In comparison of the measurements with the two criteria, though the criteria of API and SwRI were applicable to small bore branch pipe, they made too conservative evaluation. (author)

  6. Sociología del cine y Teoría de Redes Sociales. Análisis estructural de los “Europeos de Hollywood”

    Directory of Open Access Journals (Sweden)

    Chloé Delaporte

    2014-12-01

    Full Text Available La teoría de las redes sociales ofrece una serie de herramientas que pueden aclararel estudio de las sociabilidades artísticas; la formación de sociogramas, principalmente, es de gran utilidad en el marco de las investigaciones en la sociología del cine. En este sentido proponemos un análisis estructural de la comunidad de los directores de cine europeos expatriados enHollywood durante la época clásica del cine americano. Este artículo desarrolla de este modo tres ejemplos de explotación sociométrica de una investigación llevada a cabo previamente sobre esta transferenciacultural, poniendo de relieve la dimensión necesariamente plural del fenómeno.

  7. Análisis de recursividad estructural con trabajo especializado en la teoría de la inexistencia del mercado de trabajo

    Directory of Open Access Journals (Sweden)

    Juan Roberto Vargas Sánchez

    2015-01-01

    Full Text Available Se desarrolla un an lisis de recursividad estructural tomando como base la teor a de la inexistencia del mercado de trabajo ( . Para lo cual, se incorpora trabajo es - pecializado en el modelo b sico de la , en particular en la organizaci n interna de las empresas, de ah que la producci n sea posible mediante dos especialidades del trabajo indispensables para producir la gesti n y la manufactura. Se demuestra que si el diferencial salarial que resulta de las distintas remuneraciones a las diferentes espe - cialidades no se modifica, el desempleo en el subsector de los trabajadores-gesti n lo genera en el subsector de los trabajadores-manufactura; para restaurar el pleno empleo en el ltimo subsector mencionado, se requiere que el diferencial salarial se incremente. Adem s, se muestra que la existencia de desempleo en el subsector de los trabajadores- manufactura, la ocasiona en el subsector de los trabajadores-gesti n.

  8. El desempleo estructural y la tasa natural de desempleo: algunas consideraciones teóricas y su estado actual en Colombia

    Directory of Open Access Journals (Sweden)

    Will Alexander Yarce

    2000-07-01

    Full Text Available n la actualidad, el concepto teórico de la tasa natural de desempleo ha trascendido las cátedras universitarias para convertirse en una herramienta útil para analistas y responsables de la política económica. En este artículo, la tasa natural de desempleo es el eje central de análisis y en él se plantean, en la primera parte, algunas consideraciones teóricas asociadas al desempleo estructural y a la tasa natural de desempleo y sus determinantes. La segunda parte del artículo se refiere a las estimaciones de la tasa natural en Colombia, los cambios estructurales en años recientes y a los cálculos del autor de la tasa natural para el periodo 1984-1997. Por último, se plantean algunas conclusiones, a manera de reflexiones finales e implementaciones de política.

  9. DEPENDENCIA ESTRUCTURAL EN LOS MERCADOS BURSÁTILES DE COLOMBIA Y ESTADOS UNIDOS: UNA APROXIMACIÓN USANDO CÓPULAS

    Directory of Open Access Journals (Sweden)

    Daiver Cardona Salgado

    2012-06-01

    Full Text Available Para determinar la dependencia estructural entre los mercados bursátiles colombiano y estadounidense, se usaron las pérdidas de los índices Col20, Dow Jones y Standard & Poors 500 como variables. La metodología desarrollada siguió los lineamientos de los modelos de dinámica multivariados, basados en la cópula y propuestos por Chen y Fan (2006. Se encontró que los dos mercados presentan una moderada dependencia y que, de acuerdo con el modelo CAPM, el riesgo sistemático que comparten es bajo y ofrecen posibilidades de diversificación. Además, se encontró que es baja la probabilidad de que ambos mercados experimenten pérdidas extremas conjuntamente.

  10. El texto narrativo en la clínica psicoanalítica del síntoma de aprendizaje del lenguaje: un análisis estructural

    Directory of Open Access Journals (Sweden)

    Gláucia Grohs

    2011-01-01

    Full Text Available Este artículo presenta datos de uno de los estudios desarrollados en la tesis doctoral "El texto narrativo como intervención terapéutica en problemas del lenguaje escrito en la adolescencia: el análisis estructural del texto narrativo producido en psicoterapia de orientación psicoanalítica". Se demuestra a partir de este análisis la posibilidad de utilizar el texto narrativo como instrumento de intervención y medida de resultados en investigación en psicoterapia en la clínica del adolescente que trata síntomas en el aprendizaje del lenguaje escrito.

  11. Estableciendo nexos entre Políticas de Ajuste Estructural y su impacto ambiental: una discusión metodológica

    Directory of Open Access Journals (Sweden)

    Rosalba Ortiz

    2011-09-01

    Full Text Available Las políticas de Ajuste Estructural han sido la base de la política económica costarricense en los últimos 10 años, por lo cual, han tenido gran incidencia en el análisis de los procesos y relaciones de cualquier sector productivo. En este contexto, los efectos ambientales de los últimos años, están decididamente influenciados por estas políticas, pues aunque, los programas de Ajuste no tienen como propósito direccionar aspectos ambientales, al modificar algunos precios relativos, pueden propiciar un cambio en el patrón de uso de un recurso, y es así como, tienen un efecto directo o indirecto sobre el ambiente

  12. Technical considerations for flexible piping design in nuclear power plants

    International Nuclear Information System (INIS)

    Lu, S.C.; Chou, C.K.

    1985-01-01

    The overall objective of this research project is to develop a technical basis for flexible piping designs which will improve piping reliability and minimize the use of pipe supports, snubbers, and pipe whip restraints. The current study was conducted to establish the necessary groundwork based on the piping reliability analysis. A confirmatory piping reliability assessment indicated that removing rigid supports and snubbers tends to either improve or affect very little the piping reliability. A couple of changes to be implemented in Regulatory Guide (RG) 1.61 and RG 1.122 aimed at more flexible piping design were investigated. It was concluded that these changes substantially reduce calculated piping responses and allows piping redesigns with significant reduction in number of supports and snubbers without violating ASME code requirements

  13. Alpha detection in pipes using an inverting membrane scintillator

    Energy Technology Data Exchange (ETDEWEB)

    Kendrick, D.T.; Cremer, C.D.; Lowry, W. [Science and Engineering Associates, Inc., Albuquerque, NM (United States)] [and others

    1995-10-01

    Characterization of surface alpha emitting contamination inside enclosed spaces such as piping systems presents an interesting radiological measurement challenge. Detection of these alpha particles from the exterior of the pipe is impossible since the alpha particles are completely absorbed by the pipe wall. Traditional survey techniques, using hand-held instruments, simply can not be used effectively inside pipes. Science and Engineering Associates, Inc. is currently developing an enhancement to its Pipe Explorer{trademark} system that will address this challenge. The Pipe Explorer{trademark} uses a unique sensor deployment method where an inverted tubular membrane is propagated through complex pipe runs via air pressure. The inversion process causes the membrane to fold out against the pipe wall, such that no part of the membrane drags along the pipe wall. This deployment methodology has been successfully demonstrated at several DOE sites to transport specially designed beta and gamma, scintillation detectors into pipes ranging in length up to 250 ft.

  14. Evaluation of clamp effects on LMFBR piping systems

    International Nuclear Information System (INIS)

    Jones, G.L.

    1980-01-01

    Loop-type liquid metal breeder reactor plants utilize thin-wall piping to mitigate through-wall thermal gradients due to rapid thermal transients. These piping loops require a support system to carry the combined weight of the pipe, coolant and insulation and to provide attachments for seismic restraints. The support system examined here utilizes an insulated pipe clamp designed to minimize the stresses induced in the piping. To determine the effect of these clamps on the pipe wall a non-linear, two-dimensional, finite element model of the clamp, insulation and pipe wall was used to determine the clamp/pipe interface load distributions which were then applied to a three-dimensional, finite element model of the pipe. The two-dimensional interaction model was also utilized to estimate the combined clamp/pipe stiffness

  15. Effect of pipe rupture loads inside containment in the break exclusionary piping outside containment

    International Nuclear Information System (INIS)

    Weiss, G.

    1987-01-01

    The plant design for protection against piping failures outside containment should make sure that fluid system piping in containment penetration areas are designed to meet the break exclusionary provisions contained in the BTP MEB 3-1. According to these provisions, following a piping failure (main steam line) inside containment, the part of the flued head connected to the piping outside containment, should not exceed the ASME Code stress limits for the appropriate load combinations. A finite element analysis has been performed to evaluate the stress level in this area. (orig./HP)

  16. The insitu lining of cooling water piping

    International Nuclear Information System (INIS)

    Vaughan, W.K.; Oxner, K.B.

    1994-01-01

    The internal corrosion of cooling water piping as well as other industrial piping is becoming an increasing problem to system reliability. There are various alternatives being offered as solutions to the problem including water treatment, coatings, and piping replacement. The in-place lining of these pipes is becoming increasingly popular as a cost-effective method to control corrosion. A cured-in-place plastic composite system can be installed with minimal dismantling or excavation. This paper will examine case histories of the installations of this lining system in power plants at three (3) locations in the United States and one in France. It will also summarize testing that has been performed on the lining system and tests that are currently being performed

  17. Mesoproterozoic diamondiferous ultramafic pipes at Majhgawan ...

    Indian Academy of Sciences (India)

    tial melt depletion prior to subsequent metaso- matic enrichment ... diferous ultramafic pipes (considered in this paper to belong to ...... at the Department of Earth Sciences, University of .... Int. Kimberlite Conference, Victoria, British Columbia,.

  18. On the shakedown analysis of welded pipes

    International Nuclear Information System (INIS)

    Li Tianbai; Chen Haofeng; Chen Weihang; Ure, James

    2011-01-01

    This paper presents the shakedown analysis of welded pipes subjected to a constant internal pressure and a varying thermal load. The Linear Matching Method (LMM) is applied to investigate the upper and lower bound shakedown limits of the pipes. Individual effects of i) geometry of weld metal, ii) ratio of inner radius to wall thickness and iii) all material properties of Weld Metal (WM), Heat Affected Zone (HAZ) and Parent Material (PM) on shakedown limits are investigated. The ranges of these variables are chosen to cover the majority of common pipe configurations. Corresponding individual influence functions on the shakedown limits are generated. These are then combined to allow the creation of a safety shakedown envelope, which can be used for the design of any welded pipes within the specified ranges. The effect of temperature-dependent yield stress (in PM, HAZ and WM) on these shakedown limits is also investigated.

  19. Degradation mechanisms of small scale piping systems

    International Nuclear Information System (INIS)

    Bartonicek, J.; Koenig, G.; Blind, D.

    1996-01-01

    Operational experience shows that many degradation mechanisms can have an effect on small-scale piping systems. We can see from the analyses carried out that the degradation which has occurred is primarily linked with the fact that these piping systems were classified as being of low safety relevance. This is mainly due to such components being classified into low safety relevance category at the design stage, as well as to the low level of operational monitoring. Since in spite of the variety of designs and operational modes the degradation mechanisms detected may be attributed to the piping systems, we can make decisive statements on how to avoid such degradation mechanisms. Even small-scale piping systems may achieve guaranteed integrity in such cases by taking the appropriate action. (orig.) [de

  20. High Energy Vibration for Gas Piping

    Science.gov (United States)

    Lee, Gary Y. H.; Chan, K. B.; Lee, Aylwin Y. S.; Jia, ShengXiang

    2017-07-01

    In September 2016, a gas compressor in offshore Sarawak has its rotor changed out. Prior to this change-out, pipe vibration study was carried-out by the project team to evaluate any potential high energy pipe vibration problems at the compressor’s existing relief valve downstream pipes due to process condition changes after rotor change out. This paper covers high frequency acoustic excitation (HFAE) vibration also known as acoustic induced vibration (AIV) study and discusses detailed methodologies as a companion to the Energy Institute Guidelines for the avoidance of vibration induced fatigue failure, which is a common industry practice to assess and mitigate for AIV induced fatigue failure. Such detailed theoretical studies can help to minimize or totally avoid physical pipe modification, leading to reduce offshore plant shutdown days to plant shutdowns only being required to accommodate gas compressor upgrades, reducing cost without compromising process safety.

  1. Titanium Heat Pipe Thermal Plane, Phase II

    Data.gov (United States)

    National Aeronautics and Space Administration — The objective of the Phase II program is to complete the development of the titanium heat pipe thermal plane and establish all necessary steps for production of this...

  2. Laser-GMA Hybrid Pipe Welding System

    National Research Council Canada - National Science Library

    Reutzel, Edward W; Kern, Ludwig; Sullivan, Michael J; Tressler, Jay F; Avalos, Juan

    2007-01-01

    The combination of laser welding with conventional gas metal arc welding technology offers substantial increases in production rate of joining pipe through single-pass joining compared to multi-pass...

  3. Closed loop solar chemical heat pipe

    International Nuclear Information System (INIS)

    Levy, M.; Levitan, R.; Rosin, H.; Rubin, R.

    1991-01-01

    The system used for the closed loop operation of the solar chemical heat pipe comprises a reformer, heated by the solar furnace, a methanator and a storage assembly containing a compressor and storage cylinders. (authors). 7 figs

  4. Evaluation of pipe weld NDE indications

    International Nuclear Information System (INIS)

    Brasse, M.

    2007-01-01

    This paper discusses the evaluation of non-destructive examination (NDE) indications in pipe welds. The evaluation procedure is described in a practical engineer's view and examples are also given. (author)

  5. Caracterización reológica de soluciones azucaradas para el proceso de evaporación-cristalización

    Directory of Open Access Journals (Sweden)

    Anselmo Osorio Mirón

    2011-06-01

    Full Text Available En este trabajo se realizó un estudio experimental para la caracterización reológica de soluciones azucaradas en el proceso de producción de azúcar. El objetivo principal fué la caracterización de soluciones azucaradas con el fin de modelar su comportamiento reológico para la optimización del proceso de evaporación-cristalización en una etapa posterior. En los experimentos, se utilizó un diseño de experimento tipo factorial 3 , en donde se considera la interacción de tres factores en la determinación de la variable de respuesta; en este caso los factores son: la concentración (ºBx, la temperatura y las revoluciones por minuto (velocidad de corte, cada uno con tres niveles, tomando como variable de respuesta la viscosidad. El desarrollo experimental y el análisis de resultados conduce a la determinación del modelo reológico de las soluciones problema en el rango de estudio de los factores de interés, proponiéndose un modelo tipo Ostwald-de Waele para fluidos dilatantes. Palabras claves: Modelo reológico; Velocidad de corte; ViscosidadIn this work, an experimental study for the rheological characterisation of sugar solutions in the process of sugar production was performed. The main purpose was the characterisation of sugar solutions in order to model its rheological behaviour for optimising the evaporation-crystallisation process at a later stage. In the experiments, a 3 factorial design of experiment was used, where it considers the interaction of three factors in determining the response variable, in this case the factors are: the concentration (°Bx, the temperature and revolutions per minute (shear rate, each one with three levels, taking as response variable viscosity. The experimental development and analysis of results lead to the determination of the rheological model for the test solutions in the study range of the factors of interest, and it is proposed a type Ostwald-de Waele model for dilatant fluids. Keywords

  6. 78 FR 62614 - Guttman Energy, Inc., PBF Holding Company LLC v. Buckeye Pipe Line Company, L.P., Laurel Pipe...

    Science.gov (United States)

    2013-10-22

    ... DEPARTMENT OF ENERGY Federal Energy Regulatory Commission [Docket No. OR14-4-000] Guttman Energy, Inc., PBF Holding Company LLC v. Buckeye Pipe Line Company, L.P., Laurel Pipe Line Company, L.P... complaint against Buckeye Pipe Line Company L.P. and Laurel Pipe Line Company L.P. (Respondents) challenging...

  7. BWR pipe crack remedies evaluation

    International Nuclear Information System (INIS)

    Shack, W.J.; Kassner, T.F.; Maiya, P.S.; Park, J.Y.; Ruther, W.; Kuzay, T.; Rybicki, E.F.; Stonesifer, R.B.

    1988-01-01

    Piping in light-water-reactor power systems has been affected by several types of environmental degradation. This paper presents results from studies of (1) stress corrosion crack growth in fracture mechanics specimens of modified Type 347 SS and Type 304/308L SS weld overlay material, (2) heat-to-heat variations in stress corrosion cracking (SCC) of Types 316NG and 347 SS, (3) SCC of sensitized Type 304 SS in water with cupric ion or organic acid impurities, (4) electrochemical potential (ECP) measurements under gamma irradiation, (5) SCC of ferritic steels, (6) strain-controlled fatigue of Type 316NG SS in air at ambient temperature, and (7) through-wall residual stress measurements and finite-element calculation of residual stresses in weldments treated by a mechanical stress improvement process (MSIP). Fracture-mechanics crack-growth-rate tests on Type 316NG SS have shown that transgranular cracking can occur even in high purity environments, whereas no crack growth was observed in Type 347 SS even in impurity environments. In tests on weld overlay specimens, no cracks penetrated into the overlay even in impurity environments. Instead, the cracks branched when they approached the overlay, and then grew parallel to interface. In SCC tests on sensitized Type 304 SS, cupric ions at concentrations greater than ∼1 ppm were found to be deleterious, whereas organic acids at this concentration were not detrimental. Tests on several ferritic steels indicate a strong correlation between the sulfur content of the steels and susceptibility to SCC. External gamma radiation fields produced a large positive shift in the ECP of Type 304 SS at low dissolved-oxygen concentrations (<5 ppb), whereas in the absence of an external gamma field there was no difference in the ECP values of irradiated and nonirradiated material. Fatigue data for Type 316NG SS are consistent with the ASME code mean curve at high strains, but fall below the curve at low strains. Calculations of the

  8. Ringshaped grid for supporting of pipes of a heat exchanger

    International Nuclear Information System (INIS)

    1976-01-01

    This heat exchanger furnishes a ring-shaped grid in which pipes can be ordered in a circular formation, as opposed to the conventional triangular ordering. In this structure the pipes are arranged in concentric circles. This means that each new row of pipes has an equal number of more pipes than the row directly inside, meaning that all the pipes in each row are equidistant from the center and form an equal surface for better heat exchange

  9. UOE Pipe Manufacturing Process Simulation: Equipment Designing and Construction

    Science.gov (United States)

    Delistoian, Dmitri; Chirchor, Mihael

    2017-12-01

    UOE pipe manufacturing process influence directly on pipeline resilience and operation capacity. At present most spreaded pipe manufacturing method is UOE. This method is based on cold forming. After each technological step appears a certain stress and strain level. For pipe stress strain study is designed and constructed special equipment that simulate entire technological process.UOE pipe equipment is dedicated for manufacturing of longitudinally submerged arc welded DN 400 (16 inch) steel pipe.

  10. Analysis of Fracture Behaviour of Multilayer Pipes

    Czech Academy of Sciences Publication Activity Database

    Nezbedová, E.; Knésl, Zdeněk; Vlach, B.

    2007-01-01

    Roč. 36, č. 5 (2007), s. 207-212 ISSN 1465-8011. [Plastic Pipes /13./. Washington, D. C., 02.10.2006-05.10.2006] R&D Projects: GA ČR GA106/07/1284 Institutional research plan: CEZ:AV0Z20410507 Keywords : multi-layer pipes Subject RIV: JL - Materials Fatigue, Friction Mechanics Impact factor: 0.431, year: 2007

  11. Feedback regarding leaks in pipe work

    International Nuclear Information System (INIS)

    Guerville, C.; Boudouin, E.

    2011-01-01

    Contaminated effluent from nuclear medicine departments is stored in decay tanks before being discharged via the sewage system. Generally speaking, these tanks are located outside hospital wards, within the hospital's maintenance rooms. Pipes leading from the evacuation points (e.g. toilets in isolation wards) to the tanks may nonetheless pass through various other parts of the hospital premises (wards, corridors, offices, etc.). Should a leak occur in any of these pipes, this may impact on the public, workers or the environment. (author)

  12. Seismic analysis of piping with nonlinear supports

    International Nuclear Information System (INIS)

    Barta, D.A.; Huang, S.N.; Severud, L.K.

    1980-01-01

    The modeling and results of nonlinear time-history seismic analyses for three sizes of pipelines restrained by mechanical snubbes are presented. Numerous parametric analyses were conducted to obtain sensitivity information which identifies relative importance of the model and analysis ingredients. Special considerations for modeling the pipe clamps and the mechanical snubbers based on experimental characterization data are discussed. Comparisions are also given of seismic responses, loads and pipe stresses predicted by standard response spectra methods and the nonlinear time-history methods

  13. Development of a simplified piping support system

    International Nuclear Information System (INIS)

    Leung, J.; Anderson, P.H.; Tang, Y.K.; Kassawara, R.P.; Tang, H.T.

    1987-01-01

    This paper presents the results of experimental and analytical studies for developing a simplified piping support system (SPSS) for nuclear power piping in place of snubbers. The basic concept of the SPSS is a passive seismic support system consisting of limit stops. Large gaps are provided to allow for free thermal expansion during normal plant operation while preventing excessive displacement during a seismic event. The results are part of a research and development program sponsored by EPRI. (orig./HP)

  14. Development of a simplified piping support system

    International Nuclear Information System (INIS)

    Leung, J.; Anderson, P.H.; Tang, Y.K.; Kassawara, R.P.; Tang, H.T.

    1987-01-01

    This paper presents the results of experimental and analytical studies for developing a simplified piping support system (SPSS) for nuclear power piping in place of snubbers. The basic concept of the SPSS is a passive seismic support system consisting of limit stops. Large gaps are provided to allow for free thermal expansion during normal plant operation while preventing excessive displacement during a seismic event. The results are part of a research and development program sponsored by the Electric Power Research Institute

  15. Depressurized pipes decontamination by using circulation foam

    International Nuclear Information System (INIS)

    Damerval, Frederique; Belz, Jacques; Renouf, Marjorie; Janneau, Patrice

    2012-09-01

    Decontamination of pipes remains a necessity in order to reduce the radiation level during maintenance or dismantling operations but it is not so easy to do it, especially in case of a long pipe network. To achieve this operation, the use of chemistry is one of the more relevant methods; moreover, the liquid waste production still remains an issue that it can be avoided by the use of decontamination foams. (authors)

  16. Cooling Acoustic Transcucer with Heat Pipes

    Science.gov (United States)

    2009-07-19

    circuits to a heat sink. [0009] In Kan et al (United States Patent No. 6,528,909), a spindle motor assembly is disclosed which has a shaft with an...integral heat pipe. The shaft with the integral heat pipe improves the thermal conductively of the shaft and the spindle motor assembly. The shaft ...2) Description of the Prior Art [0004] It is known in the art that transducers, designed to project acoustic power, are often limited by the

  17. Cooling Acoustic Transducer with Heat Pipes

    Science.gov (United States)

    2009-07-29

    a heat sink. [0009] In Kan et al (United States Patent No. 6,528,909), a spindle motor assembly is disclosed which has a shaft with an integral...heat pipe. The shaft with the integral heat pipe improves the thermal conductively of the shaft and the spindle motor assembly. The shaft includes...Description of the Prior Art [0004] It is known in the art that transducers, designed to project acoustic power, are often limited by the build

  18. Pressure piping systems examination. 2. ed

    Energy Technology Data Exchange (ETDEWEB)

    1993-03-01

    This Code is Part 13 of the IP Model Code of Safe Practice in the Petroleum Industry. Its purpose is to provide a guide to safe practices in the in-service examination and test of piping systems used in the petroleum and chemical industries. The Code gives general requirements regarding the provision and maintenance of adequate documentation, in-service examination, the control of modifications and repairs, examination frequency, protective devices and testing of piping systems. (author)

  19. Piping dynamic analysis by the synthesis method

    International Nuclear Information System (INIS)

    Bezler, P.; Curreri, J.R.

    1976-01-01

    Since piping systems are a frequent source of noise and vibrations, their efficient dynamic analysis is imperative. As an alternate to more conventional analyses methods, an application of the synthesis method to piping vibrations analyses is demonstrated. Specifically, the technique is illustrated by determining the normal modes and natural frequencies of a composite bend from the normal mode and natural frequency data of two component parts. A comparison of the results to those derived for the composite bend by other techniques is made

  20. Vortex induced vibrations in gapped restrainted pipes

    International Nuclear Information System (INIS)

    Veloso, P. de A.A.; Loula, A.F.D.

    1984-01-01

    The vortex induced vibration problem of gapped restrained piping is solved numerically. The model proposed by Skop-Griffin is used to describe the pipe-fluid interaction. The variational formulation is obtained modeling the gapped restraints as non-linear elastic springs. The regularized problem is solved using a finite element discretization for the spatial domain. In the time domain a finite difference discretization is used for the lift coefficient equatin and a Newmark discretization for the equation of motion. (Author) [pt

  1. Diffusion pipes at PNP switching transistors

    International Nuclear Information System (INIS)

    Sachelarie, D.; Postolache, C.; Gaiseanu, F.

    1976-01-01

    The appearance of the ''diffusion pipes'' greatly affects the fabrication of the PNP high-frequency/very-fast-switching transistors. A brief review of the principal problems connected to the presence of these ''pipes'' is made. A research program is presented which permitted the fabrication of the PNP switching transistors at ICCE-Bucharest, with transition frequency fsub(T) = 1.2 GHz and storage time tsub(s) = 4.5 ns. (author)

  2. Elastic-plastic dynamic behavior of guard pipes due to sudden opening of longitudinal cracks in the inner pipe and crash to the guard pipe wall

    International Nuclear Information System (INIS)

    Theuer, E.; Heller, M.

    1979-01-01

    Integrity of guard pipes is an important parameter in the design of nuclear steam supply systems. A guard pipe shall withstand all kinds of postulated inner pipe breaks without failure. Sudden opening of a crack in the inner pipe and crash of crack borders to the guard pipe wall represent a shock problem where complex phenomena of dynamic plastification as well as dynamic behavior of the entire system have to be taken in consideration. The problem was analyzed by means of Finite Element computation using the general purpose program MARC. Equation of motion was resolved by direct integration using the Newmark β-operator. Analysis shows that after 1,2 m sec crack borders touch the guard pipe wall for the first time. At this moment a considerable amount of local plastification appears in the inner pipe wall, while the guard pipe is nearly unstressed. After initial touching, the crack borders begin to slip along the guard pipe wall. Subsequently, a short withdrawal of the crack borders and a new crash occur, while the inner pipe rolls along the guard pipe wall. The analysis procedure described is suitable for designing numerous guard pipe geometries as well as U-Bolt restraint systems which have to withstand high-energy pipe rupture impact. (orig.)

  3. Microstructural characterization of pipe bomb fragments

    International Nuclear Information System (INIS)

    Gregory, Otto; Oxley, Jimmie; Smith, James; Platek, Michael; Ghonem, Hamouda; Bernier, Evan; Downey, Markus; Cumminskey, Christopher

    2010-01-01

    Recovered pipe bomb fragments, exploded under controlled conditions, have been characterized using scanning electron microscopy, optical microscopy and microhardness. Specifically, this paper examines the microstructural changes in plain carbon-steel fragments collected after the controlled explosion of galvanized, schedule 40, continuously welded, steel pipes filled with various smokeless powders. A number of microstructural changes were observed in the recovered pipe fragments: deformation of the soft alpha-ferrite grains, deformation of pearlite colonies, twin formation, bands of distorted pearlite colonies, slip bands, and cross-slip bands. These microstructural changes were correlated with the relative energy of the smokeless powder fillers. The energy of the smokeless powder was reflected in a reduction in thickness of the pipe fragments (due to plastic strain prior to fracture) and an increase in microhardness. Moreover, within fragments from a single pipe, there was a radial variation in microhardness, with the microhardness at the outer wall being greater than that at the inner wall. These findings were consistent with the premise that, with the high energy fillers, extensive plastic deformation and wall thinning occurred prior to pipe fracture. Ultimately, the information collected from this investigation will be used to develop a database, where the fragment microstructure and microhardness will be correlated with type of explosive filler and bomb design. Some analyses, specifically wall thinning and microhardness, may aid in field characterization of explosive devices.

  4. Analysis of a piping system for requalification

    International Nuclear Information System (INIS)

    Hsieh, B.J.; Tang, Yu.

    1992-01-01

    This paper discusses the global stress analysis required for the seismic/structural requalification of a reactor secondary piping system in which minor defects (flaws) were discovered during a detailed inspection. The flaws in question consisted of weld imperfections. Specifically, it was necessary to establish that the stresses at the flawed sections did not exceed the allowables and that the fatigue life remained within acceptable limits. At the same time the piping system had to be qualified for higher earthquake loads than those used in the original design. To accomplish these objectives the nominal stress distributions in the piping system under the various loads (dead load, thermal load, wind load and seismic load) were determined. First a best estimate finite element model was developed and calculations were performed using the piping analysis modules of the ANSYS Computer Code. Parameter studies were then performed to assess the effect of physically reasonable variations in material, structural, and boundary condition characteristics. The nominal stresses and forces so determined, provided input for more detailed analyses of the flawed sections. Based on the reevaluation, the piping flaws were judged to be benign, i.e., the piping safety margins were acceptable inspite of the increased seismic demand. 13 refs

  5. Computer simulation of LMFBR piping systems

    International Nuclear Information System (INIS)

    A-Moneim, M.T.; Chang, Y.W.; Fistedis, S.H.

    1977-01-01

    Integrity of piping systems is one of the main concerns of the safety issues of Liquid Metal Fast Breeder Reactors (LMFBR). Hypothetical core disruptive accidents (HCDA) and water-sodium interaction are two examples of sources of high pressure pulses that endanger the integrity of the heat transport piping systems of LMFBRs. Although plastic wall deformation attenuates pressure peaks so that only pressures slightly higher than the pipe yield pressure propagate along the system, the interaction of these pulses with the different components of the system, such as elbows, valves, heat exchangers, etc.; and with one another produce a complex system of pressure pulses that cause more plastic deformation and perhaps damage to components. A generalized piping component and a tee branching model are described. An optional tube bundle and interior rigid wall simulation model makes such a generalized component model suited for modelling of valves, reducers, expansions, and heat exchangers. The generalized component and the tee branching junction models are combined with the pipe-elbow loop model so that a more general piping system can be analyzed both hydrodynamically and structurally under the effect of simultaneous pressure pulses

  6. Flexible heat pipes with integrated bioinspired design

    Directory of Open Access Journals (Sweden)

    Chao Yang

    2015-02-01

    Full Text Available In this work we report the facile fabrication and performance evaluation of flexible heat pipes that have integrated bioinspired wick structures and flexible polyurethane polymer connector design between the copper condenser and evaporator. Inside the heat pipe, a bioinspired superhydrophilic strong-base-oxidized copper mesh with multi-scale micro/nano-structures was used as the wicking material and deionized water was selected as working fluid. Thermal resistances of the fabricated flexible heat pipes charged with different filling ratios were measured under thermal power inputs ranging from 2 W to 12 W while the device was bent at different angles. The fabricated heat pipes with a 30% filling ratio demonstrated a low thermal resistance less than 0.01 K/W. Compared with the vertically oriented straight heat pipes, bending from 30° up to 120° has negligible influence on the heat-transfer performance. Furthermore, repeated heating tests indicated that the fabricated flexible heat pipes have consistent and reliable heat-transfer performance, thus would have important applications for advanced thermal management in three dimensional and flexible electronic devices.

  7. Flow conditions of fresh mortar and concrete in different pipes

    International Nuclear Information System (INIS)

    Jacobsen, Stefan; Haugan, Lars; Hammer, Tor Arne; Kalogiannidis, Evangelos

    2009-01-01

    The variation in fresh concrete flow rate over the pipe cross section was investigated on differently coloured and highly flowable concrete mixes flowing through pipes of different materials (rubber, steel, acryl). First, uncoloured (gray) concrete was poured through the pipe and the pipe blocked. Similar but coloured (black) concrete was then poured into the pipe filled with gray concrete, flowing after the gray concrete for a while before being blocked and hardened. The advance of the colouring along the pipe wall (showing boundary flow rate) was observed on the moulded concrete surface appearing after removing the pipe from the hardened concrete. The shapes of the interfaces between uncoloured and coloured concrete (showing variation of flow rate over the pipe cross section) were observed on sawn surfaces of concrete half cylinders cut along the length axes of the concrete-filled pipe. Flow profiles over the pipe cross section were clearly seen with maximum flow rates near the centre of the pipe and low flow rate at the pipe wall (typically rubber pipe with reference concrete without silica fume and/or stabilizers). More plug-shaped profiles, with long slip layers and less variation of flow rate over the cross section, were also seen (typically in smooth acrylic pipes). Flow rate, amount of concrete sticking to the wall after flow and SEM-images of pipe surface roughness were observed, illustrating the problem of testing full scale pumping.

  8. Development of pipe layout system

    International Nuclear Information System (INIS)

    Ota, Yoshimi; Yamamoto, Shigeru; Tokumasu, Shinji; Yamaguchi, Yukio; Besho, Hiromi; Sakano, Tatuo.

    1986-01-01

    In the plant design carried out so far, the process up to final drawings has been the repetition of the correction of drawings. This is because the space as the object of design is finite, and it is difficult to lay many pipes efficiently. Especially in nuclear power plants, the quantity of materials required for ensuring the safety and quality control is enormous, and only the skilled engineers having rich experience have become unable to deal with it. The model engineering using plastic models has been adopted, but still there are problems. In order to solve this problem, the development of the system for unitarily managing the various design information of plants with a computer, checking up various design with this information, automatically outputting design drawings and management data, and heightening the quality of design, synchronizing the progress, increasing the speed and saving the labor of design was carried out. This system is versatile and can be used for all plants. The emphasis in the development was placed on compact data structure, rapid picture processing and easy operation. The present status of design and the automation, the basic design of the system, the function of the system, the internal expression of models, the method of picture processing, and the results of application are reported. (Kako, I.)

  9. Cesium heat-pipe thermostat

    Energy Technology Data Exchange (ETDEWEB)

    Wu, F.; Song, D.; Sheng, K.; Wu, J. [Changcheng Institute of Metrology and Measurement, 100095, Beijing (China); Yi, X. [China National South Aviation industry CO., LTD., 412002, Hunan (China); Yu, Z. [Dalian Jinzhou Institute of Measurement and Testing, 116100, Liaoning (China)

    2013-09-11

    In this paper the authors report a newly developed Cesium Heat-Pipe Thermostat (Cs HPT) with the operation range of 400 °C to 800 °C. The working medium is cesium (Cs) of 99.98% purity and contains no radioisotope. A Cs filing device is developed which can prevent Cs being in contact with air. The structural material is stainless steel. A 5000 h test has been made to confirm the compatibility between cesium and stainless steel. The Cs HPT has several thermometer wells of 220mm depth with different diameters for different sizes of thermometers. The temperature uniformity of the Cs HPT is 0.06 °C to 0.20 °C. A precise temperature controller is used to ensure the temperature fluctuation within ±0.03 °C. The size of Cs HPT is 380mm×320mm×280mm with foot wheels for easy moving. The thermostat has been successfully used for the calibration of industrial platinum resistance thermometers and thermocouples.

  10. INFLUENCIA DEL pH SOBRE LA ADSORCIÓN EN CARBÓN ACTIVADO DE Cd(II) Y Ni(II) DESDE SOLUCIONES ACUOSAS

    OpenAIRE

    Paola Rodríguez; Liliana Giraldo; Juan Carlos Moreno

    2011-01-01

    La adsorción de iones Cd(II) y Ni(II) desde soluciones acuosas sobre carbón activado se estudia con diferentes valores de pH. La adsorción de los iones se realiza en dos condiciones de pH de la solución: en la primera el pH varía en el transcurso del proceso a medida que los iones se adsorben y en la segunda el pH se mantiene fijo durante la adsorción. Cuando no se realiza un control en el pH de la solución se observan incrementos en la concentración de los io...

  11. Influencia del ph sobre la adsorción en carbón activado de cd(ii) y ni(ii) desde soluciones acuosas

    OpenAIRE

    Rodríguez, Paola; Giraldo, Liliana; Moreno, Juan Carlos

    2011-01-01

    La adsorción de iones Cd(II) y Ni(II) desde soluciones acuosas sobre carbón activado se estudia con diferentes valores de pH. La adsorción de los iones se realiza en dos condiciones de pH de la solución: en la primera el pH varía en el transcurso del proceso a medida que los iones se adsorben y en la segunda el pH se mantiene fijo durante la adsorción. Cuando no se realiza un control en el pH de la solución se observan incrementos en la concentración de los io...

  12. EVALUACIÓN DE LA ELECTRORREMEDIACIÓN DE ANDISOLES CONTAMINADOS, MEDIANTE EL ANÁLISIS DE LAS SOLUCIONES DE LAVADO

    Directory of Open Access Journals (Sweden)

    Juan A. Rodríguez V.

    2003-06-01

    Full Text Available Se analizó la composición de soluciones de lavado provenientes de las cámaras de electrodos de una celda de remediación a nivel de laboratorio. Se estudió el movimiento de iones nitrato y plomo como contaminantes de suelos de la región (Andisol.Para los estudios se analizaron conjuntamente medidas de pH, conductiVidad, turbidez, concentración de contaminantes y corriente dé electrólisis.Se comprueba que, para las condiciones experimentales empleadas, los iones nitrato se mueven libremente y son fácilmente removidos del suelo, mientras que el catión plomo es parcialmente retenido, y la cantidad de metal que se moviliza es obtenido finalmente bajo formas insolubles dado el valor de pH generado en la cámara del cátodo.

  13. EVALUACIÓN DE SOLUCIONES HOMEOPÁTICAS PARA CONTROLAR Neoleucinodes elegantalis Guenée (Lepidóptera: Crambidae EN CULTIVO DE LULO

    Directory of Open Access Journals (Sweden)

    ELDERCAMILO NARVÁEZ-MARTINEZ

    2014-06-01

    Full Text Available Esta investigación se realizó con el objetivo de evaluar una estrategia agroecológica para el manejo del pasador del fruto Neoleucinodes elegantalis. Fueronevaluados tres tratamientos homeopáticos CH4, CH7 y CH14, utilizando el principio de la isopatía. Mediante bioensayos se probaron tres soluciones homeopáticas, lassolucionesCH4 y CH7 presentaron un menor número de huevos y larvas por fruto, según la prueba de Duncan estas mostraron diferencias estadísticas significativas comparadas con el testigo. Para la variable porcentaje de eclosión de huevos no presentaron diferencias estadísticas entre los tratamientos, luegoen campo se comparó la solución homeopática (CH4 con un testigo absoluto. Los resultados de este ensayo indicaron un menor número de frutos dañados por planta utilizando CH4, con diferencias significativas con el testigo, a partir de la tercera hasta la séptima evaluación. En la variable porcentaje de pérdidas de fruto ocasionados por la plaga se presentaron diferencias estadísticas a partir de la tercera evaluación a favor de la solución CH4 la que presento el menor daño. Este estudio permitió reconocer la eficacia de las soluciones homeopáticas en el control de Neoleucinodes elegantalis, además se proyecta como base para estudios agroecológicos y homeopáticos posteriores en el manejo integrado de plagas.

  14. Soluciones cristaloides y coloides, como sustitutas de la sangre en el cebado del circuito extracorpóreo durante la cirugía cardiovascular

    Directory of Open Access Journals (Sweden)

    José R Llanes Echevarría

    2002-04-01

    Full Text Available Se realizó un estudio cualitativo donde se exponen las características principales, objetivos de aplicación y las ventajas que ofrecen las diferentes soluciones coloidales y electrolíticas utilizadas en el cebado del circuito extracorpóreo. Como objetivo principal se exponen los argumentos necesarios que permiten al perfusionista combinar determinadas soluciones, para conservar la osmolaridad, la presión oncótica del plasma, mejorar el flujo microcirculatorio y evitar las transfusiones de sangre y hemoderivados innecesarias. También se mencionan diferentes técnicas para conservar el nivel del hematócrito, como son el uso de hemofiltros, concentrador de células y la aplicación de la cardioplejia sanguínea, que aunque su principal objetivo es la protección miocárdica, también sustituye los grandes volúmenes de líquido que caracteriza el uso de la cardioplejia cristaloideThe chief characteristics, objectives of application and the advantages the colloidal and electrolytic solutions used in the priming of the extracorporeal circuit offer are explained in this qualitative study. The necessary arguments that allow the perfusionist to combine certain solutions to conserve osmolarity, the oncotic pressure of plasma, to improve the microcirculatory flow and to avoid blood transfusions and unnecessary hemoderivatives, are dealt with as the fundamental aim. Reference is made to different techniques used to conserve the haematocrit level, such as: the use of haemofilters, cell concentrator and the application of blood cardioplegia, whose main goal is the myocardial protection, but it also substitutes the great volumes of fluid that characterize the use of crystalloid cardioplegia

  15. DETERMINACIÓN DE LA ENTALPIA DE INMERSIÓN Y CAPACIDAD DE ADSORCION DE UN CARBON ACTIVADO EN SOLUCIONES ACUOSAS DE PLOMO

    Directory of Open Access Journals (Sweden)

    Liliana Giraldo

    2008-03-01

    Full Text Available Para un carbón activado comercial se determinan las cantidades de sitios ácidos y básicos totales con valores de 0,45 y 0,55 meqg-1 respectivamente, la entalpía de inmersión en solución 0,1 M de NaOH con un valor de –15,26 Jg-1, la entalpía de inmersión en solución 0,1 M de HCl  con un resultado de –36,63 Jg-1 y el punto de carga cero, PCZ, para un pH de 8,9.  De estos resultados se establece el carácter básico del sólido. Se determina la isoterma de adsorción a 298 K, del carbón activado en soluciones de Pb2+, y se obtiene una capacidad de adsorción de alrededor de 40 mg g-1, para la máxima adsorción. Se determina las entalpías de inmersión del carbón activado en soluciones acuosas de Pb2+, de diferente concentración, en un rango de 10 a 120 mg L-1 y se obtiene valores para la entalpías de inmersión en un rango de 5,12 a 48,7 Jg-1. Se estudia la superficie del carbón activado por microscopía electrónica de barrido antes y después de la adsorción del plomo, lo que permite observar la colocación del metal sobre el sólido.  

  16. Revisión de herramientas de asistencia en la selección de soluciones constructivas sostenibles de edificación

    Directory of Open Access Journals (Sweden)

    Huedo, P.

    2013-03-01

    Full Text Available This paper presents a survey of the state-of-the-art in tools to assist in the selection of sustainable building assemblies based on Life Cycle Analysis (LCA. The tools are analysed to identify the characteristics that make them suitable to assist in the early phases of design. In a first phase of analysis, the existing tools are classified. In a second phase of analysis, the tools found to be more suitable to assist in building design are further analysed, by describing their advantages and limitations. In conclusion, a list of guidelines for the development of a Spanish tool to assist building designers in the selection of sustainable building assemblies is proposed.

    Este artículo presenta un estado del arte de las herramientas existentes a nivel internacional de asistencia en la selección de soluciones constructivas sostenibles de edificación basadas en el Análisis de Ciclo de Vida (ACV, identificándose las características de estas que pueden ayudar a los proyectistas en las fases iniciales de diseño. En una primera fase, se clasifican las herramientas existentes. En una segunda fase, analizamos en detalle las herramientas mejor valoradas por los autores del artículo como apoyo al proyectista en las fases iniciales del proyecto. En este análisis se describen las ventajas y limitaciones que presentan estas herramientas. Como conclusión, se elabora un listado de directrices para el desarrollo, en España, de una herramienta que sirva de apoyo al proyectista para la selección de materiales y soluciones constructivas en la fase de diseño.

  17. Efectos de la aplicación de soluciones de cloruro de calcio (CaCl2

    Directory of Open Access Journals (Sweden)

    Galvis Jesús Antonio

    2003-12-01

    Full Text Available

    Se cosecharon mangos de la variedad Van

    Dyke en su estado de madurez fisiológica en la finca Frutol,

    localizada en el municipio de El Espinal, departamento

    del Tolima, situado a una altura de 431 m.s.n.m., con

    precipitación promedio anual de 1.368 mm, temperatura

    promedio de 29° C y humedad relativa (HR promedio

    del 70%. Los frutos se seleccionaron por su sanidad y grado

    de madurez, y se llevaron al laboratorio de poscosecha

    de la Planta Piloto de Vegetales del ICTA de la Universidad

    Nacional, sede Bogotá, donde fueron lavados y desinfectados.

    Posteriormente se sumergieron en soluciones de

    cloruro de calcio (CaCl

     

    2 en concentraciones de 0, 10, 15

    y 20% (P/V a temperatura ambiente. Luego, los frutos se

    almacenaron a una temperatura de 12° C y HR de 85 a

    90%, por 10, 20 y 30 días, con maduración complementaria

    de cinco días a 18° C y 70% de HR. El tratamiento

    con CaCl

  18. Especiación de tierras raras en las soluciones ácidas y neutras del sistema de drenaje del Arroyo del Val (Zaragoza

    Directory of Open Access Journals (Sweden)

    Zamora, A.

    1994-08-01

    -90 % of LREE and for 100 % of HREE. LnPO04 and Ln(PO43-2 complexes are quite significant compared to carbonate complexes, mainly in the speciation of HREE. These results il1ustrate the importance of phosphate ion concentration and REE phosphate complexation reactions in REEs speciation calculations.Las soluciones de la cuenca de drenaje del Arroyo del Val (Zaragoza presentan unas características geoquímicas muy diferenciadas, lo que las hace especialmente apropiadas para el estudio de diferentes aspectos acerca del comportamiento de los elementos de las Tierras Raras. Esta cuenca está constituida por un curso principal (Arroyo del Val de aguas ácidas (con valores de pH entre 3 y 4.5 e importantes concentraciones de sulfato, Al, Fe y distintos metales pesados al que desaguan varios afluentes de aguas bicarbonatadas (sulfatadas cálcicas (con valores de pH de hasta 7.5, alcalinidad apreciable y notables concentraciones de fosfato. En los puntos de confluencia del Arroyo del Val con los afluentes se producen espectaculares procesos de floculación de coloides ricos en aluminio, hierro y sulfato que tapizan el fondo del curso principal. Los elementos de las Tierras Raras fueron analizados en distintas muestras de aguas ácidas tomadas a lo largo de la cabecera del Arroyo del Val y en dos muestras de aguas neutras correspondientes a dos de los afluentes del sistema. Las concentraciones de estos elementos determinadas en las soluciones ácidas son, cuando menos, dos órdenes de magnitud superiores a las de las soluciones neutras y sus pautas de distribución (normalizadas frente a NASC muestran un marcado enriquecimiento en las Tierras Raras Intermedias (IREE; Eu-Tb. Los cálculos de especiación de REE realizados en las aguas ácidas muestran que estos elementos se encuentran de forma dominante como especies iónicas libres (Ln3+ ≈ 35 % y especialmente formando complejos con sulfato (LnSO+4 ≈ 60% y en menor proporción como Ln(SO4-2 ≈ 5%. Estos porcentajes

  19. Pipe rupture and steam/water hammer design loads for dynamic analysis of piping systems

    International Nuclear Information System (INIS)

    Strong, B.R. Jr.; Baschiere, R.J.

    1978-01-01

    The design of restraints and protection devices for nuclear Class I and Class II piping systems must consider severe pipe rupture and steam/water hammer loadings. Limited stress margins require that an accurate prediction of these loads be obtained with a minimum of conservatism in the loads. Methods are available currently for such fluid transient load development, but each method is severely restricted as to the complexity and/or the range of fluid state excursions which can be simulated. This paper presents a general technique for generation of pipe rupture and steam/water hammer design loads for dynamic analysis of nuclear piping systems which does not have the limitations of existing methods. Blowdown thrust loadings and unbalanced piping acceleration loads for restraint design of all nuclear piping systems may be found using this method. The technique allows the effects of two-phase distributed friction, liquid flashing and condensation, and the surrounding thermal and mechanical equipment to be modeled. A new form of the fluid momentum equation is presented which incorporates computer generated fluid acceleration histories by inclusion of a geometry integral termed the 'force equivalent area' (FEA). The FEA values permit the coupling of versatile thermal-hydraulic programs to piping dynamics programs. Typical applications of the method to pipe rupture problems are presented and the resultant load histories compared with existing techniques. (Auth.)

  20. An in-pipe mobile micromachine using fluid power. A mechanism adaptable to pipe diameters

    International Nuclear Information System (INIS)

    Yoshida, Kazuhiro; Yokota, Shinichi; Takahashi, Ken

    2000-01-01

    To realize micro maintenance robots for small diameter pipes of nuclear reactors and so on, high power in-pipe mobile micromachines have been required. The authors have proposed the bellows microactuator using fluid power and have tried to apply the actuators to in-pipe mobile micromachines. In the previous papers, some inchworm mobile machine prototypes with 25 mm in diameter are fabricated and the traveling performances are experimentally investigated. In this paper, to miniaturize the in-pipe mobile machine and to make it adaptable to pipe diameters, firstly, a simple rubber-tube actuator constrained with a coil-spring is proposed and the static characteristics are investigated. Secondly, a supporting mechanism which utilizes a toggle mechanism and is adaptable to pipe diameters is proposed and the supporting forces are investigated. Finally, an in-pipe mobile micromachine for pipe with 4 - 5 mm in diameter is fabricated and the maximum traveling velocity of 7 mm/s in both ahead and astern movements is experimentally verified. (author)

  1. Pipe Crawler internal piping characterization system. Deactivation and decommissioning focus area. Innovative Technology Summary Report

    International Nuclear Information System (INIS)

    1998-02-01

    Pipe Crawler reg-sign is a pipe surveying system for performing radiological characterization and/or free release surveys of piping systems. The technology employs a family of manually advanced, wheeled platforms, or crawlers, fitted with one or more arrays of thin Geiger Mueller (GM) detectors operated from an external power supply and data processing unit. Survey readings are taken in a step-wise fashion. A video camera and tape recording system are used for video surveys of pipe interiors prior to and during radiological surveys. Pipe Crawler reg-sign has potential advantages over the baseline and other technologies in areas of cost, durability, waste minimization, and intrusiveness. Advantages include potentially reduced cost, potential reuse of the pipe system, reduced waste volume, and the ability to manage pipes in place with minimal disturbance to facility operations. Advantages over competing technologies include potentially reduced costs and the ability to perform beta-gamma surveys that are capable of passing regulatory scrutiny for free release of piping systems

  2. New assessment of feed water piping in GKN I including optimisation of piping supports

    International Nuclear Information System (INIS)

    Zaiss, W.; Heil, C.; Baier, B.; Manke, A.

    2003-01-01

    The quality of nuclear power plant components and piping is specified according to the then current state of knowledge. In operation, the quality can be reduced by ageing phenomena, so in-service quality assessment is constantly required. The contribution discusses the individual aspects of reassessment and its technical procedure, using the example of a feedwater pipe in the GKN I containment. (orig.) [de

  3. Analysis of pipe stress using CAESAR II code

    International Nuclear Information System (INIS)

    Sitandung, Y.B.; Bandriyana, B.

    2002-01-01

    Analysis of this piping stress with the purpose of knowing stress distribution piping system in order to determine pipe supports configuration. As an example of analysis, Gas Exchanger to Warm Separator Line was chosen with, input data was firstly prepared in a document, i.e. piping analysis specification that its content named as pipe characteristics, material properties, operation conditions, guide equipment's and so on. Analysis result such as stress, load, displacement and the use support type were verified based on requirements in the code, standard, and regularities were suitable with piping system condition analyzed. As the proof that piping system is in safety condition, it can be indicated from analysis results (actual loads) which still under allowable load. From the analysis steps that have been done CAESAR II code fulfill requirements to be used as a tool of piping stress analysis as well as nuclear and non nuclear installation piping system

  4. Development of bore tools for pipe welding and cutting

    International Nuclear Information System (INIS)

    Oka, Kiyoshi; Ito, Akira; Takiguchi, Yuji

    1998-01-01

    In the International Thermonuclear Experimental Reactor (ITER), in-vessel components replacement and maintenance requires that connected cooling pipes be cut and removed beforehand and that new components be installed to which cooling pipes must be rewelded. All welding must be inspected for soundness after completion. These tasks require a new task concept for ensuring shielded areas and access from narrow ports. Thus, it became necessary to develop autonomous locomotion welding and cutting tools for branch and main pipes to weld pipes by in-pipe access; a system was proposed that cut and welded branch and main pipes after passing inside pipe curves, and elemental technologies developed. This paper introduces current development in tools for welding and cutting branch pipes and other tools for welding and cutting the main pipe. (author)

  5. Development of bore tools for pipe welding and cutting

    Energy Technology Data Exchange (ETDEWEB)

    Oka, Kiyoshi; Ito, Akira; Takiguchi, Yuji [Japan Atomic Energy Research Inst., Tokai, Ibaraki (Japan). Tokai Research Establishment

    1998-04-01

    In the International Thermonuclear Experimental Reactor (ITER), in-vessel components replacement and maintenance requires that connected cooling pipes be cut and removed beforehand and that new components be installed to which cooling pipes must be rewelded. All welding must be inspected for soundness after completion. These tasks require a new task concept for ensuring shielded areas and access from narrow ports. Thus, it became necessary to develop autonomous locomotion welding and cutting tools for branch and main pipes to weld pipes by in-pipe access; a system was proposed that cut and welded branch and main pipes after passing inside pipe curves, and elemental technologies developed. This paper introduces current development in tools for welding and cutting branch pipes and other tools for welding and cutting the main pipe. (author)

  6. Small pipe characterization system (SPCS) conceptual design

    Energy Technology Data Exchange (ETDEWEB)

    Anderson, M.O.; Ferrante, T.A.; McKay, M.D.

    1995-01-01

    Throughout the Department of Energy (DOE) complex there are many facilities that have been identified for Decontamination and Decommissioning (D&D). As processes are terminated or brought off-line, facilities are placed on the inactive list, and facility managers and site contractors are required to assure a safe and reliable decommissioning and transition of these facilities to a clean final state. Decommissioning of facilities requires extensive reliable characterization, decontamination and in some cases dismantlement. Characterization of piping systems throughout the DOE complex is becoming more and more necessary. In addition to decommissioning activities, characterization activities are performed as part of surveillance and maintenance (S&M). Because of the extent of contamination, all inactive facilities require some type of S&M. These S&M activities include visual assessment, equipment and material accounting, and maintenance. The majority of the inactive facilities have piping systems 3 inches or smaller that are inaccessible because they are contaminated, imbedded in concrete, or run through hot cells. Many of these piping systems have been inactive for a number of years and there exists no current system condition information or the historical records are poor and/or missing altogether. Many of these piping systems are placed on the contaminated list, not because of known contamination, but because of the risk of internal contamination. Many of the piping systems placed on the contamination list may not have internal contamination. Because there is a potential however, they are treated as such. The cost of D&D can be greatly reduced by identifying and removing hot spot contamination, leaving clean piping to be removed using conventional methods. Accurate characterization of these piping systems is essential before, during and after all D&D activities.

  7. Small pipe characterization system (SPCS) conceptual design

    International Nuclear Information System (INIS)

    Anderson, M.O.; Ferrante, T.A.; McKay, M.D.

    1995-01-01

    Throughout the Department of Energy (DOE) complex there are many facilities that have been identified for Decontamination and Decommissioning (D ampersand D). As processes are terminated or brought off-line, facilities are placed on the inactive list, and facility managers and site contractors are required to assure a safe and reliable decommissioning and transition of these facilities to a clean final state. Decommissioning of facilities requires extensive reliable characterization, decontamination and in some cases dismantlement. Characterization of piping systems throughout the DOE complex is becoming more and more necessary. In addition to decommissioning activities, characterization activities are performed as part of surveillance and maintenance (S ampersand M). Because of the extent of contamination, all inactive facilities require some type of S ampersand M. These S ampersand M activities include visual assessment, equipment and material accounting, and maintenance. The majority of the inactive facilities have piping systems 3 inches or smaller that are inaccessible because they are contaminated, imbedded in concrete, or run through hot cells. Many of these piping systems have been inactive for a number of years and there exists no current system condition information or the historical records are poor and/or missing altogether. Many of these piping systems are placed on the contaminated list, not because of known contamination, but because of the risk of internal contamination. Many of the piping systems placed on the contamination list may not have internal contamination. Because there is a potential however, they are treated as such. The cost of D ampersand D can be greatly reduced by identifying and removing hot spot contamination, leaving clean piping to be removed using conventional methods. Accurate characterization of these piping systems is essential before, during and after all D ampersand D activities

  8. Round dance in pipes; Runddans i roer

    Energy Technology Data Exchange (ETDEWEB)

    Steensen, Anders J.

    2004-07-01

    On the offshore production plants, oil, water, and gas are separated from the well streams. The oil is sold on the market while the gas is in part exported, in part reinjected into the wells in large quantities to sustain the pressure in the reservoirs. The water is cleaned, some is pumped to the sea and some returned to the reservoir. Although these processes may seem straightforward, they cause a great deal of worry since there are so many complex processing and pipe systems taking up space. Pipes vibrate and make noise, most often because of pressure fluctuations created by the flowing liquid and gas. Or vortices form inside the pipe that make the whole pipe drone. In the offshore activities, these phenomena can be very annoying; on the Statfjord B platform people baulked at entering the area where the produced water treatment system was standing. A new system had to be developed since existing equipment would take up too much space. In the new system, a pipe section is installed in the pipeline that makes the gas/liquid mixture spin rapidly as in a centrifuge. The gas collects along the centre of the pipe and is tapped off. The principle can also be used to separate liquid from gas. In many gas treatment systems, liquid accumulation, or carry over, is detrimental. But gas dehydrators are usually dimensioned for a minimal content of liquid in the gas. Important features of these new pipe-based separators are that they are small, remove bottlenecks in the production, and are straightforward to install. But operators who live with the problems every day are very sceptical about the new separators and should be given the opportunity to test them on land before they are installed in the field.

  9. Heat transfer capability analysis of heat pipe for space reactor

    International Nuclear Information System (INIS)

    Li Huaqi; Jiang Xinbiao; Chen Lixin; Yang Ning; Hu Pan; Ma Tengyue; Zhang Liang

    2015-01-01

    To insure the safety of space reactor power system with no single point failures, the reactor heat pipes must work below its heat transfer limits, thus when some pipes fail, the reactor could still be adequately cooled by neighbor heat pipes. Methods to analyze the reactor heat pipe's heat transfer limits were presented, and that for the prevailing capillary limit analysis was improved. The calculation was made on the lithium heat pipe in core of heat pipes segmented thermoelectric module converter (HP-STMC) space reactor power system (SRPS), potassium heat pipe as radiator of HP-STMC SRPS, and sodium heat pipe in core of scalable AMTEC integrated reactor space power system (SAIRS). It is shown that the prevailing capillary limits of the reactor lithium heat pipe and sodium heat pipe is 25.21 kW and 14.69 kW, providing a design margin >19.4% and >23.6%, respectively. The sonic limit of the reactor radiator potassium heat pipe is 7.88 kW, providing a design margin >43.2%. As the result of calculation, it is concluded that the main heat transfer limit of HP-STMC SRPS lithium heat pipe and SARIS sodium heat pipe is prevailing capillary limit, but the sonic limit for HP-STMC SRPS radiator potassium heat pipe. (authors)

  10. The IPIRG-1 pipe system fracture tests: Experimental results

    International Nuclear Information System (INIS)

    Scott, P.; Olson, R.J.; Wilkowski, G.M.

    1994-01-01

    As part of the First International Piping Integrity Research Group (IPIRG-1) program, six dynamic pipe system experiments were conducted. The objective of these experiments was to generate experimental data to assess analysis methodologies for characterizing the fracture behavior of circumferentially cracked pipe in a representative piping system subjected to combined inertial and displacement-controlled stresses. A unique experimental facility was designed and constructed. The pipe system evaluated was an expansion loop with over 30 m (100 feet) of 16-inch nominal diameter Schedule 100 pipe. The experimental facility was equipped with special hardware to ensure that system boundary conditions could be appropriately modeled. The test matrix involved one uncracked and five cracked dynamic pipe system experiments. The uncracked-pipe experiment was conducted to evaluate the piping system damping and natural frequency characteristics. The cracked-pipe experiments were conducted to evaluate the fracture behavior, piping system response, and fracture stability characteristics of five different materials. All cracked-pipe experiments were conducted at PWR conditions. Material characterization efforts provided the tensile and fracture toughness properties of the different pipe materials at various strain rates and temperatures. Key results from the six pipe system experiments and material characterization efforts are presented. Detailed analyses will be published in a companion paper

  11. Modeling of pulsating heat pipes.

    Energy Technology Data Exchange (ETDEWEB)

    Givler, Richard C.; Martinez, Mario J.

    2009-08-01

    This report summarizes the results of a computer model that describes the behavior of pulsating heat pipes (PHP). The purpose of the project was to develop a highly efficient (as compared to the heat transfer capability of solid copper) thermal groundplane (TGP) using silicon carbide (SiC) as the substrate material and water as the working fluid. The objective of this project is to develop a multi-physics model for this complex phenomenon to assist with an understanding of how PHPs operate and to be able to understand how various parameters (geometry, fill ratio, materials, working fluid, etc.) affect its performance. The physical processes describing a PHP are highly coupled. Understanding its operation is further complicated by the non-equilibrium nature of the interplay between evaporation/condensation, bubble growth and collapse or coalescence, and the coupled response of the multiphase fluid dynamics among the different channels. A comprehensive theory of operation and design tools for PHPs is still an unrealized task. In the following we first analyze, in some detail, a simple model that has been proposed to describe PHP behavior. Although it includes fundamental features of a PHP, it also makes some assumptions to keep the model tractable. In an effort to improve on current modeling practice, we constructed a model for a PHP using some unique features available in FLOW-3D, version 9.2-3 (Flow Science, 2007). We believe that this flow modeling software retains more of the salient features of a PHP and thus, provides a closer representation of its behavior.

  12. Characterization of radioactive contamination inside pipes with the Pipe Explorer trademark system

    International Nuclear Information System (INIS)

    Kendrick, D.T.; Cremer, C.D.; Lowry, W.; Cramer, E.

    1995-01-01

    The U.S. Department of Energy's nuclear facility decommissioning program needs to characterize radiological contamination inside piping systems before the pipe can be recycled, remediated, or disposed. Science and Engineering associates, Inc. under contract with the DOE Morgantown Energy Technology Center has developed and demonstrated the Pipe Explorer trademark system, which uses an inverting membrane to transport various characterization sensors into pipes. The basic process involves inverting (turning inside out) a tubular impermeable membrane under air pressure. A characterization sensor is towed down the interior of the pipe by the membrane. Advantages of this approach include the capability of deploying through constrictions in the pipe, around 90 degrees bends, vertically up and down, and in slippery conditions. Because the detector is transported inside the membrane (which is inexpensive and disposable), it is protected from contamination, which eliminates cross-contamination. Characterization sensors that have been demonstrated with the system thus far include: gamma detectors, beta detectors, video cameras, and pipe locators. Alpha measurement capability is currently under development. A remotely operable Pipe Explorer trademark system has been developed and demonstrated for use in DOE facilities in the decommissioning stage. The system is capable of deployment in pipes as small as 2-inch-diameter and up to 250 feet long. This paper describes the technology and presents measurement results of a field demonstration conducted with the Pipe Explorer trademark system at a DOE site. These measurements identify surface activity levels of U-238 contamination as a function of location in drain lines. Cost savings to the DOE of approximately $1.5 million dollars were realized from this one demonstration

  13. Multiple blowdown pipe experiments with the PPOOLEX facility

    International Nuclear Information System (INIS)

    Puustinen, M.; Laine, J.; Raesaenen, A.

    2011-03-01

    This report summarizes the results of the experiments with two steel blowdown pipes carried out with the scaled down PPOOLEX test facility designed and constructed at Lappeenranta University of Technology. Steam was blown into the dry well compartment and from there through the blowdown pipes to the condensation pool. The main purpose of the experiment series was to study chugging phenomena (rapid condensation) while steam is discharged through two parallel blowdown pipes into the condensation pool filled with sub-cooled water. Particularly, the aim was to study if the pipe material (polycarbonate) used in the earlier experiment series with two blowdown pipes has had an effect on the general chugging behaviour and measured loads. In the experiments the initial temperature of the pool water was 20 deg. C. The steam flow rate ranged from 220 g/s to 2 350 g/s and the temperature of incoming steam from 148 deg. C to 207 deg. C. The formation and collapse of steam bubbles and the movement of the steam/water interface inside the pipes was non-synchronous. There could be even a 70 ms time difference between the occurrences of steam bubble collapses at the outlets of the two pipes. There was no clear pattern in which pipe the steam bubble first starts to collapse. Several successive bubbles could collapse first in either pipe but then the order changed for a single or several cycles. High pressure loads were measured inside the blowdown pipes due to rapid condensation of the steam volumes in the pipes and resulting water hammer effects. The loads seemed to be higher in pipe 1 than in pipe 2. An explanation for this could be a possible unequal distribution of steam flow between the two pipes. The pipe material has an effect on the condensation phenomena inside the blowdown pipes. A huge difference in the measured pressure curves inside the pipes could be observed compared to the experiments with the polycarbonate pipes. With the same test conditions the amplitude of the

  14. Multiple blowdown pipe experiments with the PPOOLEX facility

    Energy Technology Data Exchange (ETDEWEB)

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

    2011-03-15

    This report summarizes the results of the experiments with two steel blowdown pipes carried out with the scaled down PPOOLEX test facility designed and constructed at Lappeenranta University of Technology. Steam was blown into the dry well compartment and from there through the blowdown pipes to the condensation pool. The main purpose of the experiment series was to study chugging phenomena (rapid condensation) while steam is discharged through two parallel blowdown pipes into the condensation pool filled with sub-cooled water. Particularly, the aim was to study if the pipe material (polycarbonate) used in the earlier experiment series with two blowdown pipes has had an effect on the general chugging behaviour and measured loads. In the experiments the initial temperature of the pool water was 20 deg. C. The steam flow rate ranged from 220 g/s to 2 350 g/s and the temperature of incoming steam from 148 deg. C to 207 deg. C. The formation and collapse of steam bubbles and the movement of the steam/water interface inside the pipes was non-synchronous. There could be even a 70 ms time difference between the occurrences of steam bubble collapses at the outlets of the two pipes. There was no clear pattern in which pipe the steam bubble first starts to collapse. Several successive bubbles could collapse first in either pipe but then the order changed for a single or several cycles. High pressure loads were measured inside the blowdown pipes due to rapid condensation of the steam volumes in the pipes and resulting water hammer effects. The loads seemed to be higher in pipe 1 than in pipe 2. An explanation for this could be a possible unequal distribution of steam flow between the two pipes. The pipe material has an effect on the condensation phenomena inside the blowdown pipes. A huge difference in the measured pressure curves inside the pipes could be observed compared to the experiments with the polycarbonate pipes. With the same test conditions the amplitude of the

  15. Probabilistic analyses of failure in reactor coolant piping

    International Nuclear Information System (INIS)

    Holman, G.S.

    1984-01-01

    LLNL is performing probabilistic reliability analyses of PWR and BWR reactor coolant piping for the NRC Office of Nuclear Regulatory Research. Specifically, LLNL is estimating the probability of a double-ended guillotine break (DEGB) in the reactor coolant loop piping in PWR plants, and in the main stream, feedwater, and recirculation piping of BWR plants. In estimating the probability of DEGB, LLNL considers two causes of pipe break: pipe fracture due to the growth of cracks at welded joints (direct DEGB), and pipe rupture indirectly caused by the seismically-induced failure of critical supports or equipment (indirect DEGB)

  16. An inspection of pipe by snake robot

    Directory of Open Access Journals (Sweden)

    František Trebuňa

    2016-10-01

    Full Text Available The article deals with development and application of snake robot for inspection pipes. The first step involves the introduction of a design of mechanical and electrical parts of the snake robot. Next, the analysis of the robot locomotion is introduced. For the curved pipe, potential field method is used. By this method, the system is able to generate path for the head and rear robot, linking the environment with obstacles, which are represented by the walls of the pipe. Subsequently, the solution of potential field method is used in inverse kinematic model, which respects tasks as obstacle avoidance, joint limit avoidance, and singularity avoidance. Mentioned approach is then tested on snake robot in provisional pipe with rectangular cross section. For this research, software Matlab (2013b is used as the control system in cooperation with the control system of robot, which is based on microcontrollers. By experiments, it is shown that designed robot is able to pass through straight and also curved pipe.

  17. Thinned pipe management program of Korean NPPs

    International Nuclear Information System (INIS)

    Lee, S.H.; Kim, T.R.; Jeon, S.C.; Hwang, K.M.

    2003-01-01

    Wall thinning of carbon steel pipe components due to Flow-Accelerated Corrosion (FAC) is one of the most serious threats to the integrity of steam cycle systems in Nuclear Power Plants (NPP). If the thickness of a pipe component is reduced below the critical level, it cannot sustain stress and consequently results in leakage or rupture. In order to minimize the possibility of excessive wall thinning, Thinned Pipe Management Program (TPMP) has been set up and being implemented to all Korean NPPs. Important elements of the TPMP include the prediction of the FAC rate for each component based on model analysis, prioritization of pipe components for inspection, thickness measurement, calculation of wear and wear rate for each component. Additionally, decision making associated with replacement or continuous service for thinned pipe components and establishment of long-term strategic management plan based on diagnosis of plant condition regarding overall wall thinning also are essential part of the TPMP. From pre-service inspection data, it has been found that initial thickness is varies, which influences wear and wear rate calculations. (author)

  18. NIM gas controlled sodium heat pipe

    Science.gov (United States)

    Yan, X.; Zhang, J. T.; Merlone, A.; Duan, Y.; Wang, W.

    2013-09-01

    Gas controlled heat pipes (GCHPs) provide a uniform, stable and reproducible temperature zone to calibrate thermometers and thermocouples, and to realize defining fixed points using a calorimetric method. Therefore, to perform such investigations, a GCHP furnace using sodium as its working fluid was constructed at the National Institute of Metrology (NIM), China. Also, investigations into the thermal characteristics of the NIM gas controlled sodium heat pipe were carried out. The temperature stability over 5 hours was better than ±0.25 mK while controlling the pressure at 111250 Pa. The temperature uniformity within 14 cm from the bottom of the thermometer well was within 0.3 mK. While keeping the pressure stable at the same value, 17 temperature determinations were performed over 14 days, obtaining a temperature reproducibility of 1.27 mK. Additionally, the NIM gas controlled sodium heat pipe was compared with the sodium heat pipe produced by INRiM. The temperature in the INRiM sodium heat pipe operating at 111250 Pa was determined, obtaining a difference of 21 mK with respect to the NIM GCHP. This difference was attributed to sodium impurities, pressure controller capabilities and reproducibility, and instabilities of high temperature standard platinum resistance thermometers (HTSPRTs). Further investigations will be carried out on extending the pressure/temperature range and connecting both GCHPs to the same pressure line.

  19. Development of FBR piping bellows joint

    International Nuclear Information System (INIS)

    Tsukimori, Kazuyuki; Iwata, Koji

    1991-01-01

    Reduction of construction cost is one of the most important problems to realize a FBR (Fast Breeder Reactor) Plant. Significant reduction of the construction cost of a reactor building, related equipments and facilities can be expected by shortening the length of its long cooling pipes. Since the bellows has a great capacity for absorbing thermal expansion displacement, application of bellows expansion joints is considered as the most influential measure for reduction of the piping length. To confirm technological possibilities of application and practical use of bellows joints in the main piping systems, extensive R and D's, development of various methods for evaluating the strength of bellows, establishment of inspection and maintenance techniques, studies on safety logic, etc., were carried out by PNC from 1983 to 1988. Through these studies, technological possibilities of bellows joints were confirmed and the results were summarized in the 'Structural Design Guide for Class 1 Piping Bellows Expansion Joints of Fast Breeder Reactor for Elevated Temperature Service' and the 'Inspection and Maintenance Standards of Piping bellows expansion Joints'. (author)

  20. Metallized ceramic vacuum pipe for particle beams

    International Nuclear Information System (INIS)

    Butler, B.L.; Featherby, M.

    1990-01-01

    A ceramic vacuum chamber segment in the form of a long pipe of rectangular cross section has been assembled from standard shapes of alumina ceramic using glass bonding techniques. Prior to final glass bonding, the internal walls of the pipe are metallized using an electroplating technology. These advanced processes allow for precision patterning and conductivity control of surface conducting films. The ability to lay down both longitudinal and transverse conductor patterns separated by insulating layers of glass give the accelerator designer considerable freedom in tailoring longitudinal and transverse beam pipe impedances. Assembly techniques of these beam pipes are followed through two iterations of semi-scale pipe sections made using candidate materials and processes. These demonstrate the feasibility of the concepts and provide parts for electrical characterization and for further refinement of the approach. In a parallel effort, a variety of materials, joining processes and assembly procedures have been tried to assure flexibility and reliability in the construction of 10-meter long sections to any required specifications

  1. LWR primary coolant pipe rupture test rig

    International Nuclear Information System (INIS)

    Yoshitoshi, Shyoji

    1978-01-01

    The rupture test rig for primary coolant pipes is constructed in the Japan Atomic Energy Research Institute to verify the reliability of the primary coolant pipes for both PWRs and BWRs. The planned test items consisted of reaction force test, restraint test, whip test, jet test and continuous release test. A pressure vessel of about 4 m 3 volume, a circulating pump, a pressurizer, a heater, an air cooler and the related instrumentation and control system are included in this test rig. The coolant test condition is 160 kg/cm 2 g, 325 deg C for PWR test, and 70 kg/cm 2 g, saturated water and steam for BWR test, 100 ton of test load for the ruptured pipe bore of 8B Schedule 160, and 20 lit/min. discharge during 20 h for continuous release of coolant. The maximum pit internal pressure was estimated for various pipe diameters and time under the PWR and BWR conditions. The spark rupturing device was adopted for the rupture mechanics in this test rig. The computer PANAFACOM U-300 is used for the data processing. This test rig is expected to operate in 1978 effectively for the improvement of reliability of LWR primary coolant pipes. (Nakai, Y.)

  2. Pipe Decontamination Involving String-Foam Circulation

    International Nuclear Information System (INIS)

    Turchet, J.P.; Estienne, G.; Fournel, B.

    2002-01-01

    Foam applications number for nuclear decontamination purposes has recently increased. The major advantage of foam decontamination is the reduction of secondary liquid wastes volumes. Among foam applications, we focus on foam circulation in contaminated equipment. Dynamic properties of the system ensures an homogeneous and rapid effect of the foam bed-drifted chemical reagents present in the liquid phase. This paper describes a new approach of foam decontamination for pipes. It is based on an alternated air and foam injections. We called it 'string-foam circulation'. A further reduction of liquid wastes is achieved compared to continuous foam. Secondly, total pressure loss along the pipe is controlled by the total foam length in the pipe. It is thus possible to clean longer pipes keeping the pressure under atmospheric pressure value. This ensures the non dispersion of contamination. This study describes experimental results obtained with a neutral foam as well with an acid foam on a 130 m long loop. Finally, the decontamination of a 44 meters pipe is presented. (authors)

  3. Nuclear power plant piping damping parametric effects

    International Nuclear Information System (INIS)

    Ware, A.G.

    1983-01-01

    The present NRC guidelines for structural damping to be used in the dynamic stress analyses of nuclear power plant piping systems are generally considered to be overly conservative. As a result, plant designers have in many instances used a considerable number of seismic supports to keep stresses calculated by large scale piping computer codes below the allowable limits. In response to this problem, the NRC and EG and G Idaho are engaged in programs to evaluate piping system damping, in order to provide more realistic and less conservative values to be used in seismic analyses. To generate revised guidelines, solidly based on technical data, new experimental data need to be generated and assessed, and the parameters which influence piping system damping need to be quantitatively identified. This paper presents the current state-of-the-art knowledge in the United States on parameters which influence piping system damping. Examples of inconsistencies in the data and areas of uncertainty are explained. A discussion of programs by EG and G Idaho and other organizations to evaluate various effects is included, and both short and long range goals of the program are outlined

  4. Structural analysis program of plant piping system. Introduction of AutoPIPE V8i new feature. JSME PPC-class 2 piping code

    International Nuclear Information System (INIS)

    Motohashi, Kazuhiko

    2009-01-01

    After an integration with ADLPipe, AutoPIPE V8i (ver.9.1) became the structural analysis program of plant piping system featured with analysis capability for the ASME NB Class 1 and JSME PPC-Class 2 piping codes including ASME NC Class 2 and ASME ND Class 3. This article described analysis capability for the JSME PPC-Class 2 piping code as well as new general features such as static analysis up to 100 thermal, 10 seismic and 10 wind load cases including different loading scenarios and pipe segment edit function: join, split, reverse and re-order segments. (T. Tanaka)

  5. Experimental Investigation on Corrosion of Cast Iron Pipes

    Directory of Open Access Journals (Sweden)

    H. Mohebbi

    2011-01-01

    Full Text Available It is well known that corrosion is the predominant mechanism for the deterioration of cast iron pipes, leading to the reduction of pipe capacity and ultimate collapse of the pipes. In order to assess the remaining service life of corroded cast iron pipes, it is imperative to understand the mechanisms of corrosion over a long term and to develop models for pipe deterioration. Although many studies have been carried out to determine the corrosion behavior of cast iron, little research has been undertaken to understand how cast iron pipes behave over a longer time scale than hours, days, or weeks. The present paper intends to fill the gap regarding the long-term corrosion behaviour of cast iron pipes in the absence of historical data. In this paper, a comprehensive experimental program is presented in which the corrosion behaviour of three exservice pipes was thoroughly examined in three simulated service environments. It has been found in the paper that localised corrosion is the primary form of corrosion of cast iron water pipes. It has also been found that the microstructure of cast irons is a key factor that affects the corrosion behaviour of cast iron pipes. The paper concludes that long-term tests on corrosion behaviour of cast iron pipes can help develop models for corrosion-induced deterioration of the pipes for use in predicting the remaining service life of the pipes.

  6. Piping in need of a facelift

    CERN Multimedia

    HSE Unit

    2013-01-01

    The LS1 offers a good opportunity to renovate/consolidate the CERN piping system. This is actually one of this year’s objectives set by CERN's Director-General as the state of several pressurised pipe networks has become a matter of significant concern. The ageing infrastructure makes it essential to perform in-depth inspections and repairs on several networks, which are easier to perform when most systems are down.   We are advising each Department/Group concerned to take a series of actions to ensure that their pipelines comply with personal, environmental and operational safety requirements: an inventory of ageing installations to allow a long-term replacement plan to be drawn up; immediate repair in the event of major signs of deterioration; investigation and repair/mitigation measures to prevent leaks; marking and, if necessary, mechanical protection of pipes located in thoroughfares and exposed to vehicles or people. Help needed, questions? Do not hesitate to contact us ...

  7. Control of pipe vibrations; Schwingungsminderung bei Rohrleitungen

    Energy Technology Data Exchange (ETDEWEB)

    Sinambari, G.R. [FH Bingen, Fachrichtung Umweltschutz, und IBS Ingenieurbuero fuer Schall- und Schwingungstechnik GmbH, Frankenthal (Germany); Thorn, U. [IBS Ingenieurbuero fuer Schall- und Schwingungstechnik GmbH, Frankenthal (Germany)

    2005-06-01

    Following commissioning of a new vacuum system for the refinery of MiRO Mineraloelraffinerie Oberrhein GmbH and Co. KG, vibrations occurred in the furnace exhaust pipes. As these had to be regarded as critical for the fatigue strength of the pipes, the pipes' vibration response in the critical frequency range was investigated immediately by means of a vibration analysis, and appropriate measures for vibration control were elaborated. All investigations, and the installation of the hydraulic vibration dampers, took place with the system operating. The effectiveness of the measures taken was checked by means of measurements following installation. The measures succeeded in attenuating the vibrations to a level at which, empirically, damage need no longer be expected. This paper illustrates the procedure for developing the vibration control measures and the essential results of the investigations. (orig.)

  8. Wall thinning of piping in power plants

    International Nuclear Information System (INIS)

    Ohta, Joji; Inada, Fumio; Morita, Ryo; Kawai, Noboru; Yoneda, Kimitoshi

    2005-01-01

    Major mechanisms causing wall thinning of piping in power plants are flow accelerated corrosion (FAC), cavitation erosion and droplet erosion. Their fundamental aspects are reviewed on the basis of literature data. FAC is chemical process and it is affected by hydrodynamic factors, temperature, pH, dissolved oxygen concentration and chemical composition of materials. On the other hand, cavitation erosion and droplet erosion are mechanical process and they are mainly affected by hydrodynamic factors and mechanical properties of materials. Evaluation codes for FAC and mitigation methods of FAC and the erosion are also described. Wall thinning of piping is one of public concerns after an accident of a pipe failure at Mihama Nuclear Power Plant Unit 3, Kansai Electric Power Co., Inc., in August 2004. This paper gives comprehensive understanding of the wall thinning mechanism. (author)

  9. Nuclear power plant piping damping parametric effects

    International Nuclear Information System (INIS)

    Ware, A.G.

    1983-01-01

    The NRC and EG and G Idaho are engaged in programs to evaluate piping-system damping, in order to provide realistic and less conservative values to be used in seismic analyses. To generate revised guidelines, solidly based on technical data, new experimental data need to be generated and assessed, and the parameters which influence piping-system damping need to be quantitatively identified. This paper presents the current state-of-the-art knowledge in the United States on parameters which influence piping-system damping. Examples of inconsistencies in the data and areas of uncertainty are explained. A discussion of programs by EG and G Idaho and other organizations to evaluate various effects are included, and both short-and long-range goals of the program are outlined

  10. Failure analysis on a ruptured petrochemical pipe

    Energy Technology Data Exchange (ETDEWEB)

    Harun, Mohd [Industrial Technology Division, Malaysian Nuclear Agency, Ministry of Science, Technology and Innovation Malaysia, Bangi, Kajang, Selangor (Malaysia); Shamsudin, Shaiful Rizam; Kamardin, A. [Univ. Malaysia Perlis, Jejawi, Arau (Malaysia). School of Materials Engineering

    2010-08-15

    The failure took place on a welded elbow pipe which exhibited a catastrophic transverse rupture. The failure was located on the welding HAZ region, parallel to the welding path. Branching cracks were detected at the edge of the rupture area. Deposits of corrosion products were also spotted. The optical microscope analysis showed the presence of transgranular failures which were related to the stress corrosion cracking (SCC) and were predominantly caused by the welding residual stress. The significant difference in hardness between the welded area and the pipe confirmed the findings. Moreover, the failure was also caused by the low Mo content in the stainless steel pipe which was detected by means of spark emission spectrometer. (orig.)

  11. Performance testing of a hydrogen heat pipe

    International Nuclear Information System (INIS)

    Alario, J.; Kosson, R.

    1980-01-01

    Test results are presented for a reentrant groove heat pipe with hydrogen working fluid. The heat pipe became operational between 20 and 30 K after a cooldown from 77 K without any difficulty. Steady-state performance data taken over a 19 to 23 K temperature range indicated the following: (1) maximum heat transport capacity 5.4 W-m (2) static wicking height 1.42 cm and (3) overall heat pipe conductance 1.7 W/C. These data agreed remarkably well with extrapolations made from comparable ammonia test results. The maximum heat transport capacity is 9.5% larger than the extrapolated value, but the static wicking height is the same. The overall conductance is 29% of the ammonia value, which is close to the ratio of liquid thermal conductivities (24%). Also, recovery from a completely frozen condition was accomplished within 5 min by simply applying an evaporater heat load of 1.8 W

  12. Analytical and numerical modeling for flexible pipes

    Science.gov (United States)

    Wang, Wei; Chen, Geng

    2011-12-01

    The unbonded flexible pipe of eight layers, in which all the layers except the carcass layer are assumed to have isotropic properties, has been analyzed. Specifically, the carcass layer shows the orthotropic characteristics. The effective elastic moduli of the carcass layer have been developed in terms of the influence of deformation to stiffness. With consideration of the effective elastic moduli, the structure can be properly analyzed. Also the relative movements of tendons and relative displacements of wires in helical armour layer have been investigated. A three-dimensional nonlinear finite element model has been presented to predict the response of flexible pipes under axial force and torque. Further, the friction and contact of interlayer have been considered. Comparison between the finite element model and experimental results obtained in literature has been given and discussed, which might provide practical and technical support for the application of unbonded flexible pipes.

  13. Inelastic analysis of SNR-300 piping

    Energy Technology Data Exchange (ETDEWEB)

    Huebel, H [INTERATOM, Bergisch Gladbach (Germany); Di Luna, L J; Moy, G [Teledyne Engineering Services, Waltham, MA (United States)

    1983-05-01

    This paper investigates plasticity, creep, and elastic follow-up effects on a full size hot primary piping system of the German fast breeder reactor prototype, the SNR-300. A large model (327 elements, 419 nodes) of straight pipe, special elbow and hanger elements of the general purpose finite element program, MARC-CDC, is used to predict piping behavior for a heat-up, sodium loading-unloading-reloading cycle and other significant operating conditions. Included in this work are many time-dependent solution increments for a 5,000 hour creep period. Creep strains and relaxed stress results, after 5,000 hours, for the complete model are used with uniaxial and biaxial models and results to extrapolate conclusions for a 100,000 hour operating life. (author)

  14. Heat pipes for ground heating and cooling

    Energy Technology Data Exchange (ETDEWEB)

    Vasiliev, L L

    1988-01-01

    Different versions of heat pipe ground heating and cooling devices are considered. Solar energy, biomass, ground stored energy, recovered heat of industrial enterprises and ambient cold air are used as energy and cold sources. Heat pipe utilization of air in winter makes it possible to design accumulators of cold and ensures deep freezing of ground in order to increase its mechanical strength when building roadways through the swamps and ponds in Siberia. Long-term underground heat storage systems are considered, in which the solar and biomass energy is accumulated and then transferred to heat dwellings and greenhouses, as well as to remove snow from roadways with the help of heat pipes and solar collectors.

  15. Pipe-flange detection with GPR

    International Nuclear Information System (INIS)

    Bonomo, Néstor; De la Vega, Matías; Martinelli, Patricia; Osella, Ana

    2011-01-01

    This paper describes an application of the ground penetrating radar (GPR) method for detecting pipe flanges. A case history is described in which GPR was successfully used to locate pipe flanges along an 8 km metal pipeline, using a fixed-offset methodology, from the ground surface. Summaries of numerical simulations and in situ tests, performed before the definitive prospecting to evaluate the feasibility of detection, are included. Typical GPR signals are analysed and several examples shown. Constant-time sections of data volumes and migration are evaluated with the goal of distinguishing flange signals from rock signals in unclear situations. The applied methodology was effective for detecting the pipe flanges in relatively short times, with accuracies below 10 cm in the horizontal direction and 20 cm in the vertical direction

  16. Inelastic analysis of SNR-300 piping

    International Nuclear Information System (INIS)

    Huebel, H.; Di Luna, L.J.; Moy, G.

    1983-01-01

    This paper investigates plasticity, creep, and elastic follow-up effects on a full size hot primary piping system of the German fast breeder reactor prototype, the SNR-300. A large model (327 elements, 419 nodes) of straight pipe, special elbow and hanger elements of the general purpose finite element program, MARC-CDC, is used to predict piping behavior for a heat-up, sodium loading-unloading-reloading cycle and other significant operating conditions. Included in this work are many time-dependent solution increments for a 5,000 hour creep period. Creep strains and relaxed stress results, after 5,000 hours, for the complete model are used with uniaxial and biaxial models and results to extrapolate conclusions for a 100,000 hour operating life. (author)

  17. Development of solutions to benchmark piping problems

    Energy Technology Data Exchange (ETDEWEB)

    Reich, M; Chang, T Y; Prachuktam, S; Hartzman, M

    1977-12-01

    Benchmark problems and their solutions are presented. The problems consist in calculating the static and dynamic response of selected piping structures subjected to a variety of loading conditions. The structures range from simple pipe geometries to a representative full scale primary nuclear piping system, which includes the various components and their supports. These structures are assumed to behave in a linear elastic fashion only, i.e., they experience small deformations and small displacements with no existing gaps, and remain elastic through their entire response. The solutions were obtained by using the program EPIPE, which is a modification of the widely available program SAP IV. A brief outline of the theoretical background of this program and its verification is also included.

  18. Heat pipe with PCM for electronic cooling

    International Nuclear Information System (INIS)

    Weng, Ying-Che; Cho, Hung-Pin; Chang, Chih-Chung; Chen, Sih-Li

    2011-01-01

    This article experimentally investigates the thermal performances of a heat pipe with phase change material for electronic cooling. The adiabatic section of heat pipe is covered by a storage container with phase change material (PCM), which can store and release thermal energy depending upon the heating powers of evaporator and fan speeds of condenser. Experimental investigations are conducted to obtain the system temperature distributions from the charge, discharge and simultaneous charge/discharge performance tests. The parameters in this study include three kinds of PCMs, different filling PCM volumes, fan speeds, and heating powers in the PCM cooling module. The cooling module with tricosane as PCM can save 46% of the fan power consumption compared with the traditional heat pipe.

  19. Residual stress improvement for pipe weld by means of induction heating pre-flawed pipe

    International Nuclear Information System (INIS)

    Umemoto, T.; Yoshida, K.; Okamoto, A.

    1980-01-01

    The intergranular stress corrosion cracking (IGSCC) has been found in type 304 stainless steel piping of several BWR plants. It is already well known that IGSCC is most likely to occur when three essential factors, material sensitization, high tensile stress and corrosive environment, are present. If the welding residual stress is sufficiently high (200 to approximately 400 MPa) in the inside piping surface near the welded joint, then it may be one of the biggest contributors to IGSCC. If the residual stress is reduced or reversed by some way, the IGSCC will be effectively mitigated. In this paper a method to improve the residual stress named IHSI (Induction Heating Stress Improvement) is explained. IHSI aims to improve the condition of residual stress in the inside pipe surface using the thermal stress induced by the temperature difference in pipe wall, that is produced when the pipe is heated from the outside surface by an induction heating coil and cooled on the inside surface by water simultaneously. This method becomes more attractive when it can be successfully applied to in-service piping which might have some pre-flaw. In order to verify the validity of IHSI for such piping, some experiments and calculations using finite element method were conducted. These results are mainly discussed in this paper from the view-points of residual stress, flaw behaviour during IHSI and material deterioration. (author)

  20. Pipe rupture test results; 6 in. pipe whip test under BWR LOCA conditions

    International Nuclear Information System (INIS)

    Kurihara, Ryoichi; Yano, Toshikazu; Ueda, Shuzo; Isozaki, Toshikuni; Miyazaki, Noriyuki; Kato, Rokuro; Miyazono, Shohachiro

    1983-02-01

    A series of pipe rupture tests has been performed in JAERI to demonstrate the safety of the primary coolant circuits in the event of pipe rupture, in nuclear power plants. The present report summarizes the results of 6 in. pipe whip tests (RUN 5605, 5606), under BWR LOCA conditions (285 0 C, 6.8 MPa), which were performed in August, 1981. The test pipe is made of Type 304 stainless steel and its outer diameter is 6 in. and its thickness is 11.1 mm. The restraints are made of Type 304 stainless steel and its diameter is 16.0 mm. Two restraints were set on the restraint support with clearance of 100 mm. Overhang length was varied as the parameter in these tests and was 300 mm or 700 mm. The following results are obtained. (1) The deformations of a pipe and restraints are limited effectively by shorter overhang length of 300. However, they become larger when the overhang length is 700 mm, and the pipe deforms especially at the setting point of restraints. (2) Velocity at the free end of pipe becomes about 30 m/sec just after the break. However, velocity at the setting point of restraint becomes about only 4 m/sec just after the break. (3) It seems from the comparison between the 4 in. tests and 6 in. tests that the maximum restraint force of 6 in. tests is about two times as large as that of 4 in. tests. (author)

  1. Efecto del sorbitol sobre la relajación estructural en películas de gelatina en estado vítreo

    Directory of Open Access Journals (Sweden)

    Paulo Díaz-Calderón

    2015-12-01

    Full Text Available El objetivo de este trabajo fue evaluar el efecto del sorbitol sobre la cinética de relajación estructural de películas de gelatina almacenadas bajo la temperatura de transición vítrea (Tg. Películas de gelatina de bovino y sorbitol fueron preparadas mediante casting en frío. El sorbitol fue agregado en fracciones en peso (Qs de 0,0, 0,06 y 0,10. Las películas fueron acondicionadas en un ambiente de humedad relativa constante (44% utilizando una solución saturada de carbonato de potasio, obteniéndose fracciones de contenido de humedad en peso (Qw de 0,18, 0,16 y 0,18 respectivamente. La entalpía de relajación (∆H fue determinada mediante Calorimetría Diferencial de Barrido (DSC. Las muestras utilizadas en este estudio presentaron valores de Tg de 48ºC (Qs=0,0, 35ºC (Qs=0,06 y 30ºC (Qs=0,10. Luego de eliminar el historial térmico (30ºC sobre Tg, 15min, las muestras fueron almacenadas isotérmicamente a 10ºC bajo Tgonset entre 2 y 80 horas. La adición de sorbitol produjo una reducción signifi cativa (p<0,05 en la cinética de relajación estructural. La linealización del valor de entalpía de relajación (∆H en función del logaritmo del tiempo de almacenamiento mostró una reducción de la pendiente en las muestras plastifi cadas con sorbitol. La reducción en la cinética de relajación estaría relacionada con el efecto de empaquetamiento molecular asociado a la presencia de polioles en matrices en estado vítreo recientemente reportada mediante espectroscopía de positrones (PALS

  2. La actividad carbonífera y su incidencia en las necesidades básicas humanas. Una aproximación al fenómeno de violencia estructural en el municipio de Albania, Guajira.

    OpenAIRE

    Cardozo Sánchez, Diego Fernando

    2015-01-01

    La presente investigación tiene como objetivo, determinar la manera a partir de la cual, las posibles consecuencias de la actividad carbonífera en el complejo minero de El Cerrejón, sobre las necesidades básicas humanas de la población del municipio de Albania Guajira, pueden ser consideradas como un fenómeno de violencia estructural.

  3. An elevator for lifting and turning pipes

    Energy Technology Data Exchange (ETDEWEB)

    Melnikov, S.P.; Borchenkov, G.I.; Komarov, V.N.; Lebedev, D.A.

    1983-01-01

    An elevator is proposed for lifting and turning pipes, which includes a body and a bushing hinged to it with projections and a shank with a threaded adapter and cams which interact with the projections of the bushing. In order to increase the operational safety of the device through ensuring the capability of eliminating drops in the torque from the shank to the body when raising and extracting drill pipes, the body is equipped with eccentric cams rigidly connected to it, while the shank is equipped with a ring movable connected with it. The eccentric cams are installed between the bushing and the body with the capability of interacting with the shank ring.

  4. Design analysis of liquid metal pipe supports

    International Nuclear Information System (INIS)

    Margolin, L.L.; LaSalle, F.R.

    1979-02-01

    Design guidelines pertinent to liquid metal pipe supports are presented. The numerous complex conditions affecting the support stiffness and strength are addressed in detail. Topics covered include modeling of supports for natural frequency and stiffness calculations, support hardware components, formulas for deflection due to torsion, plate bending, and out-of-plane flexibility. A sample analysis and a discussion on stress analysis of supports are included. Also presented are recommendations for design improvements for increasing the stiffness of pipe supports and which were utilized in the FFTF system

  5. BOA: Pipe asbestos insulation removal robot system

    International Nuclear Information System (INIS)

    Schempf, H.; Bares, J.; Schnorr, W.

    1995-01-01

    The BOA system is a mobile pipe-external robotic crawler used to remotely strip and bag asbestos-containing lagging and insulation materials (ACLIM) from various diameter pipes in (primarily) industrial installations. Steam and process lines within the DOE weapons complex warrant the use of a remote device due to the high labor costs and high level of radioactive contamination, making manual removal extremely costly and highly inefficient. Currently targeted facilities for demonstration and remediation are Fernald in Ohio and Oak Ridge in Tennessee

  6. Corrosion Surveillance In Pipe By Computed Radiography

    International Nuclear Information System (INIS)

    Nguyen The Man; Dao Duy Dung; Dang Thu Hong; Le Duc Thinh; Ha Hong Thu; Nguyen Trong Nghia

    2014-01-01

    Computed Radiography (CR) is a technique of digital industrial radiology which is developed to replace conventional radiography. With a CR system, the detection of the outer and inner wall surface of the pipe is done usually by edge detection and filter algorithms of the profile line at the position under investigation. Applying in industries, radiographic examination shall be performed in accordance with a written procedure. This paper summarizes collected knowledge and experimental results to establish a procedure for radiography applications in monitoring corrosion in small bore pipes. (author)

  7. Design and analysis for piping systems

    International Nuclear Information System (INIS)

    Sterkel, H.-P.; Cutrim, J.H.C.

    1981-01-01

    The procedure and the typical techniques that are used in NUCLEN for the design and the calculation of the piping of Nuclear Plants. The classification system are generically described and the analysis techniques which are used for the design and verification of the piping systems, i.e. pressure design for the dimensioning of the wallthicknesses, temperature and dead weight analysis together with determination of support points, are shown. The techniques of dynamic design and analyses are described for earthquake and pressure impulse loadings. (Author) [pt

  8. Piping stress analysis with personal computers

    International Nuclear Information System (INIS)

    Revesz, Z.

    1987-01-01

    The growing market of the personal computers is providing an increasing number of professionals with unprecedented and surprisingly inexpensive computing capacity, which if using with powerful software, can enhance immensely the engineers capabilities. This paper focuses on the possibilities which opened in piping stress analysis by the widespread distribution of personal computers, on the necessary changes in the software and on the limitations of using personal computers for engineering design and analysis. Reliability and quality assurance aspects of using personal computers for nuclear applications are also mentioned. The paper resumes with personal views of the author and experiences gained during interactive graphic piping software development for personal computers. (orig./GL)

  9. Reconfigurable manufacturing execution system for pipe cutting

    Science.gov (United States)

    Yin, Y. H.; Xie, J. Y.

    2011-08-01

    This article presents a reconfigurable manufacturing execution system (RMES) filling the gap between enterprise resource planning and resource layer for pipe-cutting production with mass customisation and rapid adaptation to dynamic market, which consists of planning and scheduling layer and executive control layer. Starting from customer's task and process requirements, the cutting trajectories are planned under generalised mathematical model able to reconfigure in accordance with various intersecting types' joint, and all tasks are scheduled by nesting algorithm to maximise the utilisation rate of rough material. This RMES for pipe cutting has been effectively implemented in more than 100 companies.

  10. Magnet fall inside a conductive pipe: motion and the role of the pipe wall thickness

    Energy Technology Data Exchange (ETDEWEB)

    Donoso, G; Ladera, C L; Martin, P [Departamento de Fisica, Universidad Simon BolIvar, Apdo. 89000, Caracas 1080 (Venezuela, Bolivarian Republic of)], E-mail: clladera@usb.ve, E-mail: pmartin@usb.ve

    2009-07-15

    Theoretical models and experimental results are presented for the retarded fall of a strong magnet inside a vertical conductive non-magnetic tube. Predictions and experimental results are in good agreement modelling the magnet as a simple magnetic dipole. The effect of varying the pipe wall thickness on the retarding magnetic drag is studied for pipes of different materials. Conductive pipes of thinner walls produce less dragging force and the retarded fall of the magnet is seen to consist of an initial transient accelerated regime followed by a stage of uniform motion. Alternative models of the magnet field are also presented that improve the agreement between theory and experiments.

  11. Piping data retrieval system (PDRS): An integrated package to aid piping layout

    International Nuclear Information System (INIS)

    Vyas, K.N.; Sharma, A.; Susandhi, R.; Basu, S.

    1986-01-01

    An integrated package to aid piping layout has been developed and implemented on PDP-11/34 system at Hall 7. The package allows various equipments to be modelled, consisting of primitive equipment components. The equipment layout for the plant can then be reproduced in the form of drawings such as plan, elevation, isometric or perspective. The package has the built in function to perform hidden line removal among equipments. Once the equipment layout is finalised, the package aids in superimposing the piping as per the specified pipe routine. The report discusses the general capabilities and the major input requirements for the package. (author)

  12. 46 CFR 194.20-19 - Piping and electrical requirements.

    Science.gov (United States)

    2010-10-01

    ... Storerooms § 194.20-19 Piping and electrical requirements. (a) Piping, electrical equipment, and wiring shall... storeroom itself. (b) The electrical installation shall be in accordance with the applicable requirements of...

  13. PSA applications and piping reliability analysis: where do we stand?

    International Nuclear Information System (INIS)

    Lydell, B.O.Y.

    1997-01-01

    This reviews a recently proposed framework for piping reliability analysis. The framework was developed to promote critical interpretations of operational data on pipe failures, and to support application-specific-parameter estimation

  14. 49 CFR Appendix B to Part 192 - Qualification of Pipe

    Science.gov (United States)

    2010-10-01

    ..., “Standard Specification for Carbon and Alloy Steel Pipe, Electric-Fusion-Welded for High Pressure Service at... by reference, see § 192.7). ASTM D2517—Thermosetting plastic pipe and tubing, “Standard Specification...

  15. Inertial Effects on Finite Length Pipe Seismic Response

    Directory of Open Access Journals (Sweden)

    Virginia Corrado

    2012-01-01

    Full Text Available A seismic analysis for soil-pipe interaction which accounts for length and constraining conditions at the ends of a continuous pipe is developed. The Winkler model is used to schematize the soil-structure interaction. The approach is focused on axial strains, since bending strains in a buried pipe due to the wave propagation are typically a second-order effect. Unlike many works, the inertial terms are considered in solving equations. Accurate numerical simulations are carried out to show the influence of pipe length and constraint conditions on the pipe seismic strain. The obtained results are compared with results inferred from other models present in the literature. For free-end pipelines, inertial effects have significant influence only for short length. On the contrary, their influence is always important for pinned pipes. Numerical simulations show that a simple rigid model can be used for free-end pipes, whereas pinned pipes need more accurate models.

  16. 46 CFR 34.25-15 - Piping-T/ALL.

    Science.gov (United States)

    2010-10-01

    ... requirements of subchapter F (Marine Engineering) of this chapter. (b) Distribution piping shall be of materials resistant to corrosion, except that steel or iron pipe may be used if inside corrosion resistant...

  17. Sludge pipe flow pressure drop prediction using composite power ...

    African Journals Online (AJOL)

    Sludge pipe flow pressure drop prediction using composite power-law friction ... Water SA. Journal Home · ABOUT THIS JOURNAL · Advanced Search · Current Issue ... When predicting pressure gradients for the flow of sludges in pipes, the ...

  18. High temperature heat pipe experiments in low earth orbit

    International Nuclear Information System (INIS)

    Woloshun, K.; Merrigan, M.A.; Sena, J.T.; Critchley, E.

    1993-01-01

    Although high temperature, liquid metal heat pipe radiators have become a standard component on most high power space power system designs, there is no experimental data on the operation of these heat pipes in a zero gravity or micro-gravity environment. Experiments to benchmark the transient and steady state performance of prototypical heat pipe space radiator elements are in preparation for testing in low earth orbit. It is anticipated that these heat pipes will be tested aborad the Space Shuttle in 1995. Three heat pipes will be tested in a cargo bay Get Away Special (GAS) canister. The heat pipes are SST/potassium, each with a different wick structure; homogeneous, arterial, and annular gap, the heat pipes have been designed, fabricated, and ground tested. In this paper, the heat pipe designs are specified, and transient and steady-state ground test data are presented

  19. Significance of residual stress on fatigue properties of welded pipes

    International Nuclear Information System (INIS)

    Ohta, A.; Maeda, Y.; Kanao, M.

    1984-01-01

    The mean stress effect on the fatigue properties of two kinds of welded pipes was investigated in cantilever bending. The fatigue strength changed with the mean stress on fillet welded pipes, but did not change on butt welded pipes. The fatigue crack initiated from the toe of weld on the outer surface of fillet welded pipes and from the undercut on the inner surface of butt welded pipes. The measurement of the fatigue crack propagation rate and the residual stress distribution through the thickness of pipe revealed that the difference in the fatigue properties between fillet and butt welded pipes arose from the weld-induced residual stress, tension on the inner surface and compression on the outer surface. It is suggested that the production of compressive residual stress along the inner surface would be an effective means for improving the fatigue strength of butt welded pipes. (author)

  20. Comparison of piping models for digital power plant simulators

    International Nuclear Information System (INIS)

    Sowers, G.W.

    1979-08-01

    Two piping models intended for use in a digital power plant simulator are compared. One is a finite difference approximation to the partial differential equation called PIPE, and the other is a function subroutine that acts as a delay operator called PDELAY. The two models are compared with respect to accuracy and execution time. In addition, the stability of the PIPE model is determined. The PDELAY model is found to execute faster than the PIPE model with comparable accuracy

  1. Criteria for accepting piping vibrations measured during FFTF plant startup

    International Nuclear Information System (INIS)

    Huang, S.N.

    1981-03-01

    Piping in the Fast Flux Test Facility is subjected to low-amplitude, high cycle vibration over the plant lifetime. Excitation sources include the mechanical vibration induced by main centrifugal pumps, auxiliary reciprocating pumps, EM pumps and possible flow oscillations. Vibration acceptance criteria must be established which will prevent excessive pipe and support fatigue damage when satified. This paper describes the preparation of such criteria against pipe failure used for acceptance testing of the Fast Flux Test Facility main heat transport piping

  2. 30 CFR 75.1905-1 - Diesel fuel piping systems.

    Science.gov (United States)

    2010-07-01

    ... facility. (g) Diesel fuel piping systems from the surface shall only be used to transport diesel fuel... storage facility. (h) The diesel fuel piping system must not be located in a borehole with electric power... entry as electric cables or power lines. Where it is necessary for piping systems to cross electric...

  3. 46 CFR 45.153 - Through-hull piping: General.

    Science.gov (United States)

    2010-10-01

    ... 46 Shipping 2 2010-10-01 2010-10-01 false Through-hull piping: General. 45.153 Section 45.153... Conditions of Assignment § 45.153 Through-hull piping: General. (a) All through-hull pipes required by this subpart must be made of steel or material equivalent to the hull in strength and fatigue resistance. (b...

  4. 46 CFR 154.516 - Piping: Hull protection.

    Science.gov (United States)

    2010-10-01

    ... 46 Shipping 5 2010-10-01 2010-10-01 false Piping: Hull protection. 154.516 Section 154.516 Shipping COAST GUARD, DEPARTMENT OF HOMELAND SECURITY (CONTINUED) CERTAIN BULK DANGEROUS CARGOES SAFETY... and Process Piping Systems § 154.516 Piping: Hull protection. A vessel's hull must be protected from...

  5. Internal testing of pipe systems with IRIS inspection system

    International Nuclear Information System (INIS)

    1986-01-01

    The internal piping inspection system IRIS allows inside testing of pipes with an internal diameter of NW 70 as a minimum, and of any horizontal or vertical layout of the piping system. Visual testing is done by means of an integrated CCD video system with high resolution power. Technical data are given and examples of applications, in the German and English language. (DG) [de

  6. 46 CFR 154.910 - Inert gas piping: Location.

    Science.gov (United States)

    2010-10-01

    ... 46 Shipping 5 2010-10-01 2010-10-01 false Inert gas piping: Location. 154.910 Section 154.910 Shipping COAST GUARD, DEPARTMENT OF HOMELAND SECURITY (CONTINUED) CERTAIN BULK DANGEROUS CARGOES SAFETY... Atmospheric Control in Cargo Containment Systems § 154.910 Inert gas piping: Location. Inert gas piping must...

  7. On the whistling of corrugated pipes with narrow cavities

    NARCIS (Netherlands)

    Golliard, J.; Belfroid, S.P.C.; González Diez, N.; Bendiksen, E.; Frimodt, C.

    2013-01-01

    Pipes with a corrugated inner surface, as used inflexible pipes for gas production and transport, can be subject to Flow-Induced Pulsations when the flow velocities are higher than a certain onset velocity. The onset velocity for classical corrugated pipes can be predicted on basis of the geometry

  8. Modelling of the viscoelastic behaviour of steel reinforced thermoplastic pipes

    NARCIS (Netherlands)

    Kruijer, M.P.; Warnet, Laurent; Akkerman, Remko

    2006-01-01

    This paper describes the analysis of the time dependent behaviour of a steel reinforced thermoplastic pipe. This new class of composite pipes is constructed of a HDPE (high-density polyethylene) liner pipe, which is over wrapped with two layers of thermoplastic tape. The thermoplastic tapes are

  9. Minimisation of pressure pulsations in the screw compressor discharge piping

    Energy Technology Data Exchange (ETDEWEB)

    Zaytsev, D. [Grasso GmbH Refrigeration Technology, Berlin (Germany). R and D Screw Compressors

    2006-07-01

    A problem of noise and vibration in the piping between the screw compressor and oil separator arises if the natural gas pulsations in the piping get in the resonance with the pulsations sent by the compressor. Several typical piping geometries such as a short and a long pipe with the open end and a short pipe with agglomerator have been studied to evaluate the natural frequency of the gas column. It was found that because of the wave reflection from the open pipe end the gas in such a pipe has several natural frequencies dependent on the sound speed and on the pipe length. Since the sound speed of various refrigerants differs significantly, the resonance pipe length will also vary strongly from one refrigerant to another. Hence, to avoid the resonance a separate examination for each refrigerant would be required at the compressor package design stage. Unlike open ended pipes, in the pipe with agglomerator the wave reflection at the agglomerator side is reduced. This allows using of one standard discharge pipe geometry resonance-free independent on the refrigerant. (orig.)

  10. 46 CFR 182.450 - Vent pipes for fuel tanks.

    Science.gov (United States)

    2010-10-01

    ... 46 Shipping 7 2010-10-01 2010-10-01 false Vent pipes for fuel tanks. 182.450 Section 182.450... TONS) MACHINERY INSTALLATION Specific Machinery Requirements § 182.450 Vent pipes for fuel tanks. (a) Each unpressurized fuel tank must be fitted with a vent pipe connected to the highest point of the tank...

  11. 46 CFR 119.450 - Vent pipes for fuel tanks.

    Science.gov (United States)

    2010-10-01

    ... 46 Shipping 4 2010-10-01 2010-10-01 false Vent pipes for fuel tanks. 119.450 Section 119.450... Specific Machinery Requirements § 119.450 Vent pipes for fuel tanks. (a) Each unpressurized fuel tank must... area of the vent pipe for diesel fuel tanks must be as follows: (1) Not less than the cross sectional...

  12. 49 CFR 192.283 - Plastic pipe: Qualifying joining procedures.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 3 2010-10-01 2010-10-01 false Plastic pipe: Qualifying joining procedures. 192... Materials Other Than by Welding § 192.283 Plastic pipe: Qualifying joining procedures. (a) Heat fusion... for making plastic pipe joints by a heat fusion, solvent cement, or adhesive method, the procedure...

  13. 49 CFR 192.193 - Valve installation in plastic pipe.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 3 2010-10-01 2010-10-01 false Valve installation in plastic pipe. 192.193... Components § 192.193 Valve installation in plastic pipe. Each valve installed in plastic pipe must be designed so as to protect the plastic material against excessive torsional or shearing loads when the valve...

  14. 49 CFR 192.123 - Design limitations for plastic pipe.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 3 2010-10-01 2010-10-01 false Design limitations for plastic pipe. 192.123... Design limitations for plastic pipe. (a) Except as provided in paragraph (e) and paragraph (f) of this section, the design pressure may not exceed a gauge pressure of 100 psig (689 kPa) for plastic pipe used...

  15. 49 CFR 192.311 - Repair of plastic pipe.

    Science.gov (United States)

    2010-10-01

    ... 49 Transportation 3 2010-10-01 2010-10-01 false Repair of plastic pipe. 192.311 Section 192.311... Lines and Mains § 192.311 Repair of plastic pipe. Each imperfection or damage that would impair the serviceability of plastic pipe must be repaired or removed. [Amdt. 192-93, 68 FR 53900, Sept. 15, 2003] ...

  16. Finite Element Analysis of Pipe T-Joint

    OpenAIRE

    P.M.Gedkar; Dr. D.V. Bhope

    2012-01-01

    This paper reports stress analysis of two pressurized cylindrical intersection using finite element method. The different combinations of dimensions of run pipe and the branch pipe are used to investigate thestresses in pipe at the intersection. In this study the stress analysis is accomplished by finite element package ANSYS.

  17. 46 CFR 56.50-85 - Tank-vent piping.

    Science.gov (United States)

    2010-10-01

    ... of the tanks to vent pipes. (2) Tanks having a comparatively small surface, such as fuel oil settling... 46 Shipping 2 2010-10-01 2010-10-01 false Tank-vent piping. 56.50-85 Section 56.50-85 Shipping... APPURTENANCES Design Requirements Pertaining to Specific Systems § 56.50-85 Tank-vent piping. (a) This section...

  18. 46 CFR 58.25-20 - Piping for steering gear.

    Science.gov (United States)

    2010-10-01

    ... 46 Shipping 2 2010-10-01 2010-10-01 false Piping for steering gear. 58.25-20 Section 58.25-20... MACHINERY AND RELATED SYSTEMS Steering Gear § 58.25-20 Piping for steering gear. (a) Pressure piping must... the hydraulic system can be readily recharged from within the steering-gear compartment and must be...

  19. Optical aberrations in a spinning pipe gas lens

    CSIR Research Space (South Africa)

    Mafusire, C

    2008-06-01

    Full Text Available If a heated pipe is rotated about its axis, a density gradient is formed which results in the pipe acting as a graded index lens. In this study the authors revisit the concept of a spinning pipe gas lens and for the first time analyse both the wave...

  20. LA INFLUENCIA DE LAS POLÍTICAS DE RESPONSABILIDAD SOCIAL Y LA PERTENENCIA A REDES DE COOPERACIÓN EN EL CAPITAL RELACIONAL Y ESTRUCTURAL DE LAS MICROEMPRESAS

    Directory of Open Access Journals (Sweden)

    Benito Hernández, Sonia

    2012-05-01

    Full Text Available Las microempresas presentan algunos atributos que las distinguen de las grandes empresas y de los que se derivan algunos inconvenientes a la hora de adoptar principios y políticas de responsabilidad social. Sin embargo, los principios de responsabilidad social pueden y deben integrarse en cualquier tipo de organización, incluida la microempresa. En este trabajo, se estudia cómo las redes de cooperación pueden ser un elemento apropiado para incentivar que las microempresas pongan en marcha políticas de responsabilidad social, potenciando algunas ventajas y mitigando algunas desventajas que las microempresas presentan a la hora de abordar este tipo de políticas y fortaleciendo, en última instancia, el grado de desarrollo de su capital relacional y estructural. Para elaborar el estudio se ha propuesto un modelo teórico en el que se analizan los componentes de estos tipos de capitales en la empresa, adaptándolo a la microempresas y estudiando las influencias que las políticas de responsabilidad social y la pertenencia a redes de cooperación pueden tener en estos componentes.

  1. Análisis estructural de la porosidad efectiva en el horizonte tobas finas del yacimiento Pina, Ciego de Ávila

    Directory of Open Access Journals (Sweden)

    José Q. Cuador-Gil

    2000-03-01

    Full Text Available El análisis del comportamiento espacial de los parámetros que intervienen en el cálculo de reservas en un yacimiento petrolífero es de particular importancia para la aplicación de los métodos geoestadísticos. Estos métodos recién han sido introducidos en la industria del petróleo, lo cual ha reportado resultados exitosos; sin embargo, en Cuba no son ampliamente usados. Ellos tienen como objetivo revelar las características de variabilidad y correlación espacial del fenómeno y, a partir de éstas, predecirlo en todo su dominio. Mediante el empleo de la estadística descriptiva se realiza el análisis estructural de la porosidad efectiva en el horizonte productivo de Tobas Finas del yacimiento Pina, el cual incluye las pruebas de bondad de ajuste para chequear la normalidad. La estadística descriptiva reveló un comportamiento homogéneo y los semivariogramas calculados presentan estructuras definidas, lo que refleja un comportamiento anisotrópico en las direcciones 155º y 65º (considerando 0º al este y girando en contra de las manecillas del reloj. Se obtiene el modelo que describe la continuidad espacial del atributo, el cual muestra correspondencia con la geología del área estudiada

  2. Estudio para la optimización de la composición de un HACFRA (hormigón autocompactante reforzado con fibras de acero estructural

    Directory of Open Access Journals (Sweden)

    Orbe, A.

    2015-03-01

    Full Text Available The interest of HACFRA (self compacting concrete reinforced with steel fibers, is the combination of the residual strength increase and cracking decrease compared to plain concrete by the introduction of steel fibers in the mass with the advantages of the self-compacting. The paper presents an analysis of the influence of different components of the HACRFA and provides their selection, refered to the granular skeleton and to different steel fiber types and amount, in order to obtain an optimization of its features and structural behavior.El interés de un HACFRA (Hormigón autocompactante reforzado con fibras de acero, radica en la combinación del incremento de capacidad resistente con respecto al hormigón y disminución de la fisuración, aportada por la introducción de fibras de acero, con las ventajas de la puesta en obra que supone la autocompactación. El artículo analiza la influencia de los diferentes componentes que integran el HACRFA, proponiendo una selección de los mismos, referidos tanto al esqueleto granular como a los diferentes tipos y densidades de fibras de acero, en base a la obtención de sus características y de un comportamiento estructural optimizado.

  3. AMBITOS DE APLICACIÓN DE LA TEORÍA DE LA MODIFICABILIDAD ESTRUCTURAL COGNITIVA DE REUVEN FEUERSTEIN. SCOPES OF APPLICATION OF REUVEN FEUERSTEIN'S STRUCTURAL COGNITIVE MODIFIABILITY THEORY.

    Directory of Open Access Journals (Sweden)

    Abad E. Parada Trujillo.

    2013-12-01

    Full Text Available En el artículo se hace una exploración de la teoría de la Modificabilidad Estructural Cognitiva (MEC de Reuven Feuerstein, en relación con los ámbitos de aplicación de la misma. Para lo anterior, se ha hecho una recopilación de algunos estudios realizados en América Latina, Estados Unidos y Europa, a fin de identificar los diversos escenarios en que la teoría puede tener aplicación. Los resultados evidencian que la teoría de Feuerstein está ligada al concepto de desarrollo humano y que los sistemas creados con base en la MEC permiten reducir la deprivación cultural de muchas personas sin importar los factores endógenos que le afecten. Abstract: An exploration of Reuven Feuerstein's cognitive structural modifiability (CSM theory, in relation to the scope of its application, is made in the article. For this reason, a compilation of studies in Latin America, The United States, and Europe, is made, in order to identify the different scenarios in which the theory can be applied. The results show that Feuerstein's theory is linked to the concept of human development and that the systems created, based on the CSM, allow the reduction of the cultural deprivation of many people, regardless of the endogenous factors that affect it.

  4. Dependencia Estructural en los mercados Bursátiles de Colombia y Estados Unidos, una aproximación usando cópulas

    Directory of Open Access Journals (Sweden)

    Cardona Salgado Daiver

    2012-11-01

    Full Text Available

    Para determinar la dependencia estructural entre los mercados bursátiles colombiano y 
    estadounidense, se usaron las pérdidas de los índices Col20, Dow Jones y Standard & 
    Poors 500 como variables. La metodología desarrollada siguió los lineamientos de los 
    modelos de dinámica multivariados, basados en la cópula y propuestos por Chen y Fan 
    (2006. Se encontró que los dos mercados presentan una moderada dependencia y que, 
    de acuerdo con el modelo CAPM, el riesgo
    sistemático que comparten es bajo y ofrecen posibilidades de diversificación. Además, se 
    encontró que es baja la probabilidad de que ambos mercados experimenten pérdidas 
    extremas conjuntamente.

  5. Identificación metalográfica de fases en una junta soldada de acero estructural microaleado y su influencia en el mecanismo de fractura

    Directory of Open Access Journals (Sweden)

    Porras-Arévalo, G. O.

    2005-12-01

    Full Text Available This study seeks to characterize the present phases through welded joint zones of structural steel and to describe the fracture mechanism, offering a support to the metallic construction industry. In most cases, structural designers associate weldments in this construction type with the brittleness in its structure, with the drop toughness and with a high collapse risk for the ductile-brittle transition.

    Este estudio pretende caracterizar las fases presentes a través de las zonas de una junta soldada de acero estructural y describir el mecanismo de fractura, ofreciendo un soporte a la industria de la construcción metálica. En la mayoría de los casos, la utilización de la soldadura en este tipo de construcción se asocia, por los diseñadores estructurales, con la fragilidad de su estructura, con la baja tenacidad y con un alto riesgo de colapso por la transición dúctil-frágil.

  6. La abstención electoral en las elecciones al Parlamento Europeo de 2014: análisis estructural de sus componentes

    Directory of Open Access Journals (Sweden)

    Ángel Cazorla Martín

    2017-01-01

    Full Text Available La abstención electoral en comicios de segundo orden ha sido un asunto de relativo interés en los estudios de ciencia política, especialmente en el caso de las elecciones al Parlamento Europeo. Sin embargo, este tipo de consulta presenta una serie de rasgos específicos relacionados con las motivaciones para la abstención. A las clásicas interpretaciones relacionadas con los elementos contextuales y sociodemográficos debemos añadir una serie de componentes de carácter actitudinal, relacionados con castigo o la experimentación electoral, fruto de la desafección política. Con el objeto de indagar en estos aspectos, el presente trabajo pretende construir un modelo estructural (SEM que describa y explique los efectos específicos de cada uno de estos componentes en la participación de los españoles para las elecciones al Parlamento Europeo de mayo de 2014.

  7. Flow induced vibrations of piping system (Vibration sources - Mechanical response of the pipes)

    International Nuclear Information System (INIS)

    Gibert, R.J.; Axisa, F.; Villard, B.

    1978-01-01

    In order to design the supports of piping system, an estimation of the vibration induced by the fluid conveyed through the pipes are generally needed. For that purpose it is necessary. To evaluate the power spectra of all the main sources generated by the flow. These sources are located at the singular points of the circuit (enlargements, bends, valves, etc. ...). To calculate the modal parameters of fluid containing pipes. This paper presents: a methodical study of the most current singularities. Inter-correlation spectra of local pressure fluctuation downstream from the singularity and correlation spectra of associated acoustical sources have been measured. A theory of noise generation by unsteady flow in internal acoustics has been developed. All these results are very useful for evaluating the source characteristics in most practical pipes. A comparison between the calculation and the results of an experimental test has shown a good agreement

  8. Reliability of piping system components. Volume 1: Piping reliability - A resource document for PSA applications

    Energy Technology Data Exchange (ETDEWEB)

    Nyman, R; Erixon, S; Tomic, B; Lydell, B

    1995-12-01

    SKI has undertaken a multi-year research project to establish a comprehensive passive component failure database, validate failure rate parameter estimates and establish a model framework for integrating passive component failures in existing PSAs. Phase 1 of the project produced a relational database on worldwide piping system failure events in the nuclear and chemical industries. This phase 2 report gives a graphical presentation of piping system operating experience, and compares key failure mechanisms in commercial nuclear power plants and chemical process industry. Inadequacies of traditional PSA methodology are addressed, with directions for PSA methodology enhancements. A data-driven-and-systems-oriented analysis approach is proposed to enable assignment of unique identities to risk-significant piping system component failures. Sufficient operating experience does exist to generate quality data on piping failures. Passive component failures should be addressed by today`s PSAs to allow for aging analysis and effective, on-line risk management. 111 refs, 36 figs, 20 tabs.

  9. Reliability of piping system components. Volume 1: Piping reliability - A resource document for PSA applications

    International Nuclear Information System (INIS)

    Nyman, R.; Erixon, S.; Tomic, B.; Lydell, B.

    1995-12-01

    SKI has undertaken a multi-year research project to establish a comprehensive passive component failure database, validate failure rate parameter estimates and establish a model framework for integrating passive component failures in existing PSAs. Phase 1 of the project produced a relational database on worldwide piping system failure events in the nuclear and chemical industries. This phase 2 report gives a graphical presentation of piping system operating experience, and compares key failure mechanisms in commercial nuclear power plants and chemical process industry. Inadequacies of traditional PSA methodology are addressed, with directions for PSA methodology enhancements. A data-driven-and-systems-oriented analysis approach is proposed to enable assignment of unique identities to risk-significant piping system component failures. Sufficient operating experience does exist to generate quality data on piping failures. Passive component failures should be addressed by today's PSAs to allow for aging analysis and effective, on-line risk management. 111 refs, 36 figs, 20 tabs

  10. Quantification and localization of internal pipe damage

    NARCIS (Netherlands)

    Vogelaar, B.B.S.A.; Golombok, M.

    2016-01-01

    Internal pipeline defects are detectable and locatable from guided acoustic wave reflections using sensors mounted on the outer wall of a pipe. We demonstrate pipeline integrity monitoring with only two single acoustic sensors. Multi-mode dispersion imaging of shear displacement shows that the pure

  11. Potshemu medved rõtshit / Richard Pipes

    Index Scriptorium Estoniae

    Pipes, Richard

    2006-01-01

    Harvardi ülikooli ajalooprofessor Richard Pipes arutleb, miks Venemaa viimase aja käitumises väljendub soovimatus koostööks, sageli ka vaenulikkus. Venemaa võimetus rahvusvahelises kontekstis oma kohta leida, selle ajaloolised juured

  12. Fatigue strength of socket welded pipe joint

    International Nuclear Information System (INIS)

    Iida, K.; Matsuda, F.; Sato, M.; Higuchi, M.; Nakagawa, A.

    1994-01-01

    Fully reversed four point bending fatigue tests were carried out of small diameter socket welded joints made of carbon steels. Experimental parameters are pipe diameter, thickness of pipe and socket wall, throat depth and shape of fillet welds, slip-on and diametral gaps in the socket welding, lack of penetration at the root of fillet welds, and peening of fillet welds. In most cases a fatigue crack started from the root of the fillet, but in the case of higher stress amplitude, it tended to start from the toe of fillet. The standard socket welded joint of 50 mm diameter showed relatively low fatigue strength, 46 MPa in stress amplitude at the 10 7 cycles failure life. This value corresponds to about 1/5 of that of the smoothed base metal specimens in axial fatigue. The fatigue strength showed decrease with increasing pipe diameter, and increase with increasing the thickness of pipe and socket wall. The effects of throat depth and shape of fillet welds on fatigue strength were not significant. Contrary to the expectation, the fatigue strength of the socket welded joint without slip-on gap is higher than that of the joint with the normal gap. A lack of penetration at the root deleteriously reduced fatigue strength, showing 14 MPa in stress amplitude at the 10 7 cycles failure life for the 50 mm diameter socket joint. (orig.)

  13. Impedance of a slotted-pipe kicker

    Energy Technology Data Exchange (ETDEWEB)

    Zhou, Feng [Academia Sinica, Beijing, BJ (China). Inst. of High Energy Physics

    1996-08-01

    This paper introduces the principle of a new slotted kicker simply, which is made by using vacuum pipe itself with proper slits as current conductors, and then, presents a rough estimation of its longitudinal and transverse impedance, respectively. Calculation shows that its impedance is reduced significantly compared to our present air-coil kicker. (author)

  14. Equipment for fully automatic radiographic pipe inspection

    International Nuclear Information System (INIS)

    Basler, G.; Sperl, H.; Weinschenk, K.

    1977-01-01

    The patent describes a device for fully automatic radiographic testing of large pipes with longitudinal welds. Furthermore the invention enables automatic marking of films in radiographic inspection with regard to a ticketing of the test piece and of that part of it where testing took place. (RW) [de

  15. 75 FR 8113 - Drill Pipe From China

    Science.gov (United States)

    2010-02-23

    ... INTERNATIONAL TRADE COMMISSION [Investigation Nos. 701-TA-474 and 731-TA-1176 (Preliminary)] Drill Pipe From China AGENCY: United States International Trade Commission. ACTION: Revised schedule for the subject antidumping and countervailing duty investigations. DATES: Effective Date: February 16, 2010. FOR...

  16. Use of pipe saks on pipeline construction

    Energy Technology Data Exchange (ETDEWEB)

    Ghio, Alberto F.M.; Caciatori, Angelo [Galvao Engenharia S.A., Sao Paulo, SP (Brazil); Ruschi, Allan A.; Santos, Felipe A. dos; Barros, Horacio B. de; Loureiro, Regis R. [PETROBRAS S.A., Rio de Janeiro, RJ (Brazil)

    2009-07-01

    The use of new technologies applied to pipeline construction and assembling, aimed at enhancing productivity has been searched by PETROBRAS, throughout its subcontractors, assemblers, by transference in the mentioned constructions. Along the construction of Cacimbas Catu Pipeline, Spread 1 A, placed between the Cacimbas Gas Treatment Station (Linhares, ES) and the future Compression Station of Sao Mateus (ES), one, by means of surveys, noticed that the length of flooded or prone to flooding areas was way superior to the ones foreseen in the basic design. One of the broadly used methods for assuring buoyancy control is concreting the pipes. Such method deeply impacts work's logistics in for instance, the pipe stringing work; in this one, a maximum load of two pipes can be transported until the area to applied, what leads to lower productivity and higher risk due to the increase of trips by heavy load trucks. As an alternative to regular concrete, the Pipe Sak System was adopted and such method improved productivity and decreased discontinuities. (author)

  17. 33 CFR 127.1101 - Piping systems.

    Science.gov (United States)

    2010-07-01

    ...) WATERFRONT FACILITIES WATERFRONT FACILITIES HANDLING LIQUEFIED NATURAL GAS AND LIQUEFIED HAZARDOUS GAS Waterfront Facilities Handling Liquefied Hazardous Gas Design and Construction § 127.1101 Piping systems... pipeline on a pier or wharf must be located so that it is not exposed to physical damage from vehicular...

  18. 225-B ion exchange piping design documentation

    International Nuclear Information System (INIS)

    Prather, M.C.

    1996-02-01

    This document describes the interface between the planned permanent ion exchange piping system and the planned portable ion exchange system. This is part of the Waste Encapsulation and Storage Facility (WESF). In order to decouple this WESF from B-Plant and to improve recovery from a capsule leak, contaminated pool cell water will be recirculated through a portable ion exchange resin system

  19. In Pipe Robot with Hybrid Locomotion System

    Directory of Open Access Journals (Sweden)

    Cristian Miclauş

    2015-06-01

    Full Text Available The first part of the paper covers aspects concerning in pipe robots and their components, such as hybrid locomotion systems and the adapting mechanisms used. The second part describes the inspection robot that was developed, which combines tracked and wheeled locomotion (hybrid locomotion. The end of the paper presents the advantages and disadvantages of the proposed robot.

  20. Vibrations of a pipe on elastic foundations

    Indian Academy of Sciences (India)

    R. Narasimhan (Krishtel eMaging) 1461 1996 Oct 15 13:05:22

    MARKOVA and D S LOLOV. Department of Technical Mechanics, Faculty of Hydro-technics, University of ... rotational springs at the length of the pipe. A new term appears in the equation of the transverse vibrations. This new term is opposed to the ...

  1. Aeroacoustics of pipe systems with closed branches

    NARCIS (Netherlands)

    Tonon, D.; Hirschberg, A.; Golliard, J.; Ziada, S.

    2011-01-01

    Flow induced pulsations in resonant pipe networks with closed branches are considered in this review paper. These pulsations, observed in many technical applications, have been identified as self-sustained aeroacoustic oscillations driven by the instability of the flow along the closed branches. The

  2. Split heat pipe heat recovery system

    OpenAIRE

    E. Azad

    2008-01-01

    This paper describes a theoretical analysis of a split heat pipe heat recovery system. The analysis is based on an Effectiveness-NTU approach to deduce its heat transfer characteristics. In this study the variation of overall effectiveness of heat recovery with the number of transfer units are presented. Copyright , Manchester University Press.

  3. Pipe Rolling from Continuous Cast Metal

    International Nuclear Information System (INIS)

    Zhordania, I.; Chkhartishvili, I.; Lordkipanidze, J.; Melashvili, Z.; Papava, K.; Khundadze, K.

    2007-01-01

    The approach to manufacturing of high quality pipes as a result of solid and hollow billet rolling from continuous cast metal is shown. Optimal parameters of piercing, temperature of piercing and piercing rolling mill rollers speed have been experimentally established. (author)

  4. Shock resistance of composite material pipes

    International Nuclear Information System (INIS)

    Pays, M.F.

    1995-01-01

    Composite materials have found a wide range of applications for EDF nuclear plants. Applications include fire pipework, demineralized water, service water, and emergency-supplied service water piping. Some of those pipework is classified nuclear safety, their integrity (resistance to water aging and earthquakes or accidental excess pressure (water hammer)) must be safeguarded. As composite materials generally suffer damage for low energy impacts (under 10 J), the pipes planned for the Civaux power plant have been studied for their resistance to a low speed shock (0 to 50 m/s) and of a 0 to 110 J energy level. For three representative diameters (20, 150, 600 mm), the minimum impact energy that leads to a leak has been determined to be respectively 18, 20 and 48 J. Then the leak rate versus impact energy was plotted; until roughly 90 J, the leak rate remains stable at less than 25 cm 3 /h and raises to higher values (300 cm 3 /h) afterwards. The level of leakage in the range of impact energy tested always stays within the limits set by the Safety Authorities for metallic pipes. These results have been linked to destructive examinations, to clarify the damage mechanisms. Other tests are still ongoing to follow the evolution of the damage and of the leak rate while the pipe is maintained under service pressure during one year

  5. 46 CFR 76.15-15 - Piping.

    Science.gov (United States)

    2010-10-01

    ... outside against corrosion unless specifically approved otherwise by the Commandant. (d) A pressure relief... pressure of not less than 6,000 p.s.i. (b) All piping, in nominal sizes not over 3/4 inch, shall be at... necessary, protected against injury. (g) Drains and dirt traps shall be fitted where necessary to prevent...

  6. Nuclear power plant piping prefabrication and assembly

    International Nuclear Information System (INIS)

    Schmidt, H.

    1990-01-01

    The piping design for nuclear power plants projects reveals, at the beginning, a modification through the application of new fabrication techniques for prefabrication and assembly. This report presents a fabrication methodology which aims to minimize the fabrication and assembly costs as well as to improve and assure quality. (Author) [es

  7. Section of CMS Beam Pipe Removed

    CERN Multimedia

    2013-01-01

    Seven components of the beam pipe located at the heart of the CMS detector were removed in recent weeks. The delicate operations were performed in several stages as the detector was opened. Video of the extraction of one section: http://youtu.be/arGuFgWM7u0

  8. LHCb celebrates completion of its beam pipe

    CERN Multimedia

    2007-01-01

    Members of the LHCb collaboration and of the AT and TS Departments are ready to pop open the champagne bottles and celebrate the complete installation and commissioning of the LHCb experiment’s beam pipe. Members of the LHCb collaboration and of the AT and TS Departments gather near the newly completed beam pipe in the foreground. All four sections of LHCb’s beam pipe have been installed, interconnected, pumped down and baked out.. Three of the conical tubes are made of beryllium in order to minimize the level of background in the experiment, while the fourth and largest section is composed of stainless steel. The first of the beryllium sections, an important connection to the Vertex Locator vacuum vessel (VELO) was installed in August 2006 (see Bulletin No. 37/2006). One of the more challenging tasks was the installation of the longest (6 m) piece of beryllium beam pipe through the 2.4 m long RICH2 detector in January 2006. Deli...

  9. Turbulent flow in a partially filled pipe

    Science.gov (United States)

    Ng, Henry; Cregan, Hope; Dodds, Jonathan; Poole, Robert; Dennis, David

    2017-11-01

    Turbulent flow in a pressure driven pipe running partially full has been investigated using high-speed 2D-3C Stereoscopic Particle Imaging Velocimetry. With the field-of-view spanning the entire pipe cross section we are able to reconstruct the full three dimensional quasi-instantaneous flow field by invoking Taylor's hypothesis. The measurements were carried out over a range of flow depths at a constant Reynolds number based on hydraulic diameter and bulk velocity of Re = 32 , 000 . In agreement with previous studies, the ``velocity dip'' phenomenon, whereby the location of the maximum streamwise velocity occurs below the free surface was observed. A mean flow secondary current is observed near the free surface with each of the counter-rotating rollers filling the half-width of the pipe. Unlike fully turbulent flow in a rectangular open channel or pressurized square duct flow where the secondary flow cells appear in pairs about a corner bisector, the mean secondary motion observed here manifests only as a single pair of vortices mirrored about the pipe vertical centreline.

  10. ESTUDIO DE LOS DERIVADOS SÓLIDOS OBTENIDOS DE LA ELECTROCOAGULACIÓN DEL MOSTO DE LAS DESTILERÍAS COMO INHIBIDOR DE LA CORROSIÓN DEL COBRE EN SOLUCIONES AMONIACALES A TEMPERATURAS ELEVADAS

    OpenAIRE

    Matos-Tamayo, Roger; Vera-Preval, Fárida

    2011-01-01

    El presente trabajo forma parte de una de las líneas de investigación que realiza la Facultad de Ingeniería Química de la Universidad de Oriente, en la búsqueda de soluciones que permitan de forma económica disminuir la corrosión de los equipos y materiales metálicos. El objetivo principal, es el análisis de las variables que influyen en la velocidad de corrosión del cobre técnico en soluciones amoniacales y la eficiencia de inhibidores ecológicos obtenidos a partir de la vinaza o mosto de la...

  11. Contributions of the ORNL piping program to nuclear piping design codes and standards

    International Nuclear Information System (INIS)

    Moore, S.E.

    1975-11-01

    The ORNL Piping Program was conceived and established to develop basic information on the structural behavior of nuclear power plant piping components and to prepare this information in forms suitable for use in design analysis and codes and standards. One of the objectives was to develop and qualify stress indices and flexibility factors for direct use in Code-prescribed design analysis methods. Progress in this area is described

  12. Characterization of radioactive contamination inside pipes with the Pipe Explorer{trademark} system. Final report

    Energy Technology Data Exchange (ETDEWEB)

    Cremer, C.D.; Kendrick, D.T.; Lowry, W.; Cramer, E.

    1997-09-30

    The Department of Energy (DOE) is currently in the process of decommissioning and dismantling many of its nuclear materials processing facilities that have been in use for several decades. Site managers throughout the DOE complex must employ the safest and most cost effective means to characterize, remediate and recycle or dispose of hundreds of miles of potentially contaminated piping and duct work. The DOE discovered that standard characterization methods were inadequate for its pipes, drains, and ducts because many of the systems are buried or encased. In response to the DOE`s need for a more specialized characterization technique, Science and Engineering Associates, Inc. (SEA) developed the Pipe Explorer{trademark} system through a DOE Office of Science and Technology (OST) contract administered through the Federal Energy Technology Center (FETC). The purpose of this report is to serve as a comprehensive overview of all phases of the Pipe Explorer{trademark} development project. The report is divided into 6 sections. Section 2 of the report provides an overview of the Pipe Explorer{trademark} system, including the operating principles of using an inverting membrane to tow sensors into pipes. The basic components of the characterization system are also described. Descriptions of the various deployment systems are given in Section 3 along with descriptions of the capabilities of the deployment systems. During the course of the development project 7 types of survey instruments were demonstrated with the Pipe Explorer{trademark} and are a part of the basic toolbox of instruments available for use with the system. These survey tools are described in Section 4 along with their typical performance specifications. The 4 demonstrations of the system are described chronologically in Section 5. The report concludes with a summary of the history, status, and future of the Pipe Explorer{trademark} system in Section 6.

  13. Characterization of radioactive contamination inside pipes with the Pipe Explorer trademark system. Final report

    International Nuclear Information System (INIS)

    Cremer, C.D.; Kendrick, D.T.; Lowry, W.; Cramer, E.

    1997-01-01

    The Department of Energy (DOE) is currently in the process of decommissioning and dismantling many of its nuclear materials processing facilities that have been in use for several decades. Site managers throughout the DOE complex must employ the safest and most cost effective means to characterize, remediate and recycle or dispose of hundreds of miles of potentially contaminated piping and duct work. The DOE discovered that standard characterization methods were inadequate for its pipes, drains, and ducts because many of the systems are buried or encased. In response to the DOE's need for a more specialized characterization technique, Science and Engineering Associates, Inc. (SEA) developed the Pipe Explorer trademark system through a DOE Office of Science and Technology (OST) contract administered through the Federal Energy Technology Center (FETC). The purpose of this report is to serve as a comprehensive overview of all phases of the Pipe Explorer trademark development project. The report is divided into 6 sections. Section 2 of the report provides an overview of the Pipe Explorer trademark system, including the operating principles of using an inverting membrane to tow sensors into pipes. The basic components of the characterization system are also described. Descriptions of the various deployment systems are given in Section 3 along with descriptions of the capabilities of the deployment systems. During the course of the development project 7 types of survey instruments were demonstrated with the Pipe Explorer trademark and are a part of the basic toolbox of instruments available for use with the system. These survey tools are described in Section 4 along with their typical performance specifications. The 4 demonstrations of the system are described chronologically in Section 5. The report concludes with a summary of the history, status, and future of the Pipe Explorer trademark system in Section 6

  14. Pipe rupture test results; 4 inch pipe whip tests under BWR operational condition-clearance parameter experiments

    International Nuclear Information System (INIS)

    Ueda, Syuzo; Isozaki, Toshikuni; Miyazaki, Noriyuki; Kurihara, Ryoichi; Kato, Rokuro; Saito, Kazuo; Miyazono, Shohachiro

    1981-05-01

    The purpose of pipe rupture studies in JAERI is to perform the model tests on pipe whip, restraint behavior, jet impingement and jet thrust force, and to establish the computational method for analyzing these phenomena. This report describes the experimental results of pipe whip on the pipe specimens of 4 inch in diameter under BWR condition on which the pressure is 6.77 MPa and the temperature is 285 0 C. The pipe specimens were 114.3 mm (4 inch) in diameter and 8.6 mm in thickness and 4500 mm in length. Four pipe whip restraints used in the tests were the U-bar type of 8 mm in diameter and fabricated from type 304 stainless steel. The experimental parameter was the clearance (30, 50 and 100 mm). The dynamic strain behavior of the pipe specimen and the restraints was investigated by strain gages and their residual deformation was obtained by measuring marking points provided on their surface. The Pressure-time history in the pipe specimens was also obtained by pressure gages. The maximum pipe strain is caused near the restraints and increases with increase of the clearance. The experimental results of pipe whip tests indicate the effectiveness of pipe whip restraints. The ratio of absorbed strain energy of the pipe specimen to that of the restraints is nearly constant for different clearances at the overhang length of 400 mm. (author)

  15. Resolution of thermal striping issue downstream of a horizontal pipe elbow in stratified pipe flow

    International Nuclear Information System (INIS)

    Kuzay, T.M.; Kasza, K.E.

    1985-01-01

    A thermally stratified pipe flow produced by a thermal transient when passing through a horizontal elbow as a result of secondary flow gives rise to large thermal fluctuations on the inner curvature wall of the downstream piping. These fluctuations were measured in a specially instrumented horizontal pipe and elbow system on a test set-up using water in the Mixing Components Technology Facility (MCTF) at Argonne National Laboratory (ANL). This study is part of a larger program which is studying the influence of thermal buoyancy on general reactor component performance. This paper discusses the influence of pipe flow generated thermal oscillations on the thermal stresses induced in the pipe walls. The instrumentation was concentrated around the exit plane of the 90 0 sweep elbow, since prior tests had indicated that the largest thermal fluctuations would occur within about one hydraulic diameter downstream of the elbow exit. The thermocouples were located along the inner curvature of the piping and measured the near surface fluid temperature. The test matrix involved thermal downramps under turbulent flow conditions

  16. Resolution of thermal striping issue downstream of a horizontal pipe elbow in stratified pipe flow. [LMFBR

    Energy Technology Data Exchange (ETDEWEB)

    Kuzay, T.M.; Kasza, K.E.

    1985-01-01

    A thermally stratified pipe flow produced by a thermal transient when passing through a horizontal elbow as a result of secondary flow gives rise to large thermal fluctuations on the inner curvature wall of the downstream piping. These fluctuations were measured in a specially instrumented horizontal pipe and elbow system on a test set-up using water in the Mixing Components Technology Facility (MCTF) at Argonne National Laboratory (ANL). This study is part of a larger program which is studying the influence of thermal buoyancy on general reactor component performance. This paper discusses the influence of pipe flow generated thermal oscillations on the thermal stresses induced in the pipe walls. The instrumentation was concentrated around the exit plane of the 90/sup 0/ sweep elbow, since prior tests had indicated that the largest thermal fluctuations would occur within about one hydraulic diameter downstream of the elbow exit. The thermocouples were located along the inner curvature of the piping and measured the near surface fluid temperature. The test matrix involved thermal downramps under turbulent flow conditions.

  17. Current results for the NRC's short cracks in piping and piping welds research program

    International Nuclear Information System (INIS)

    Wilkowski, G.; Krishnaswamy, P. Brust, F.; Francini, R.; Ghadiali, N.; Kilinski, T.; Marschall, C.; Rahman, S.; Rosenfield, A.; Scott, P.

    1994-01-01

    The overall objective of the Short Cracks in Piping and Piping Welds Program is to verify and improve engineering analyses to predict the fracture behavior of circumferentially cracked pipe under quasi-static loading with particular attention to crack lengths typically used in LBB or flaw evaluation criteria. The program consists of 8 technical tasks as listed below. Task 1 Short through-wall-cracked (TWC) pipe evaluations. Task 2 Short surface-cracked pipe evaluations. Task 3 Bi-metallic weld crack evaluations. Task 4 Dynamic strain aging and crack instabilities. Task 5 Fracture evaluations of anisotropic pipe. Task 6 Crack-opening-area evaluations. Task 7 NRCPIPE Code improvements. Task 8 Additional efforts. Since the last WRSM meeting several additional tasks have been initiated in this program. These are discussed in Task 8. Based on results to date, the first seven tasks have also been modified as deemed necessary. The most significant accomplishments in each of these tasks since the last WRSIM meeting are discussed below. The details of all the results presented here are published in the semiannual reports from this program

  18. Characterization of pipes, drain lines, and ducts using the pipe explorer system

    International Nuclear Information System (INIS)

    Cremer, C.D.; Kendrick, D.T.; Cramer, E.

    1997-01-01

    As DOE dismantles its nuclear processing facilities, site managers must employ the best means of disposing or remediating hundreds of miles of potentially contaminated piping and duct work. Their interiors are difficult to access, and in many cases even the exteriors are inaccessible. Without adequate characterization, it must be assumed that the piping is contaminated, and the disposal cost of buried drain lines can be on the order of $1,200/ft and is often unnecessary as residual contamination levels often are below free release criteria. This paper describes the program to develop a solution to the problem of characterizing radioactive contamination in pipes. The technical approach and results of using the Pipe Explorer trademark system are presented. The heart of the system is SEA's pressurized inverting membrane adapted to transport radiation detectors and other tools into pipes. It offers many benefits over other pipe inspection approaches. It has video and beta/gamma detection capabilities, and the need for alpha detection has been addressed through the development of the Alpha Explorer trademark. These systems have been used during various stages of decontamination and decommissioning of DOE sites, including the ANL CP-5 reactor D ampersand D. Future improvements and extensions of their capabilities are discussed

  19. Manufacture of mold of polymeric composite water pipe reinforced charcoal

    Science.gov (United States)

    Zulfikar; Misdawati; Idris, M.; Nasution, F. K.; Harahap, U. N.; Simanjuntak, R. K.; Jufrizal; Pranoto, S.

    2018-03-01

    In general, household wastewater pipelines currently use thermoplastic pipes of Polyvinyl Chloride (PVC). This material is known to be not high heat resistant, contains hazardous chemicals (toxins), relatively inhospitable, and relatively more expensive. Therefore, researchers make innovations utilizing natural materials in the form of wood charcoal as the basic material of making the water pipe. Making this pipe requires a simple mold design that can be worked in the scale of household and intermediate industries. This research aims to produce water pipe mold with simple design, easy to do, and making time relatively short. Some considerations for molding materials are weight of mold, ease of raw material, strong, sturdy, and able to cast. Pipe molds are grouped into 4 (four) main parts, including: outer diameter pipe molding, pipe inside diameter, pipe holder, and pipe alignment control. Some materials have been tested as raw materials for outer diameter of pipes, such as wood, iron / steel, cement, and thermoset. The best results are obtained on thermoset material, where the process of disassembling is easier and the resulting mold weight is relatively lighter. For the inside diameter of the pipe is used stainless steel, because in addition to be resistant to chemical processes that occur, in this part of the mold must hold the press load due to shrinkage of raw materials of the pipe during the process of hardening (polymerization). Therefore, it needs high pressure resistant material and does not blend with the raw material of the pipe. The base of the mold is made of stainless steel material because it must be resistant to corrosion due to chemical processes. As for the adjustment of the pipe is made of ST 37 carbon steel, because its function is only as a regulator of the alignment of the pipe structure.

  20. Experimental benchmark for piping system dynamic response analyses

    International Nuclear Information System (INIS)

    Schott, G.A.; Mallett, R.H.

    1981-01-01

    The scope and status of a piping system dynamics test program are described. A 0.20-m nominal diameter test piping specimen is designed to be representative of main heat transport system piping of LMFBR plants. Attention is given to representing piping restraints. Applied loadings consider component-induced vibration as well as seismic excitation. The principal objective of the program is to provide a benchmark for verification of piping design methods by correlation of predicted and measured responses. Pre-test analysis results and correlation methods are discussed. 3 refs