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Artykuły w czasopismach na temat "Drainage rate"
Suharyatun, Siti, Bambang Purwantana, Abdul Rozaq i Muhjidin Mawardi. "THE CLAY CONTENT EFFECT ON THE FORMATION OF SHALLOW MOLE DRAINAGE AND THE RATE OF LOWERING SOIL MOISTURE CONTENT". Jurnal Agritech 34, nr 03 (24.10.2014): 347. http://dx.doi.org/10.22146/agritech.9464.
Pełny tekst źródłaMatjakriandi, Matjakriandi, Alfiansyah Yulianur i Muhammad Isya. "EVALUASI DRAINASE JALAN PONDOK BARU – PERMATA KABUPATEN BENER MERIAH KM. 4+200 SAMPAI DENGAN KM. 10+522". Jurnal Teknik Sipil 1, nr 4 (28.02.2018): 929–40. http://dx.doi.org/10.24815/jts.v1i4.10054.
Pełny tekst źródłaSaadat, Samaneh, Laura Bowling, Jane Frankenberger i Kyle Brooks. "Effects of Controlled Drainage on Water Table Recession Rate". Transactions of the ASABE 60, nr 3 (2017): 813–21. http://dx.doi.org/10.13031/trans.11922.
Pełny tekst źródłaSahlin, Sven, Carl-Gustaf Laurell, Enping Chen i Bo Philipson. "Lacrimal drainage capacity, age and blink rate". Orbit 17, nr 3 (styczeń 1998): 155–59. http://dx.doi.org/10.1076/orbi.17.3.155.2757.
Pełny tekst źródłaSAHLIN, SVEN, i ENPING CHEN. "Gravity, Blink Rate, and Lacrimal Drainage Capacity". American Journal of Ophthalmology 124, nr 6 (grudzień 1997): 758–64. http://dx.doi.org/10.1016/s0002-9394(14)71692-7.
Pełny tekst źródłaKaupuža, Renāte, i Gotfrīds Noviks. "DETERMINATION OF HABITAT 6270*_3 PERMITTED DRAINAGE RATE". HUMAN. ENVIRONMENT. TECHNOLOGIES. Proceedings of the Students International Scientific and Practical Conference, nr 23 (24.04.2019): 122. http://dx.doi.org/10.17770/het2019.23.4403.
Pełny tekst źródłaLevytska, V., i P. Khoruzhiy. "INFLUENCE OF DRAINAGE WELLS IN ANTIFILTRATION DRAINAGE SYSTEM". Visnyk of Taras Shevchenko National University of Kyiv. Geology, nr 3 (90) (2020): 91–96. http://dx.doi.org/10.17721/1728-2713.90.13.
Pełny tekst źródłaDavid Suits, L., TC Sheahan, TH Seah i T. Juirnarongrit. "Constant Rate of Strain Consolidation with Radial Drainage". Geotechnical Testing Journal 26, nr 4 (2003): 10173. http://dx.doi.org/10.1520/gtj11251j.
Pełny tekst źródłaCriddle, Richard S., Thimmappa S. Anekonda, Sharon Tong, John N. Church, F. Thomas Ledig i Lee D. Hansen. "Effects of climate on growth traits of river red gum are determined by respiration parameters". Functional Plant Biology 27, nr 5 (2000): 435. http://dx.doi.org/10.1071/pp98057.
Pełny tekst źródłaJiao, Pingjin, Yingduo Yu i Di Xu. "Effect of Drainage Water Reuse on Supplementary Irrigation and Drainage Reduction". Transactions of the ASABE 61, nr 5 (2018): 1619–26. http://dx.doi.org/10.13031/trans.12697.
Pełny tekst źródłaRozprawy doktorskie na temat "Drainage rate"
ATTIALLAH, BENSABBAH FATIMA. "Abces bacteriens et fungiques spleniques non traumatiques : 8 observations; interet du drainage percutane". Reims, 1993. http://www.theses.fr/1993REIMM069.
Pełny tekst źródłaJerz, Jeanette K. "Geochemical Reactions in Unsaturated Mine Wastes". Diss., Virginia Tech, 2002. http://hdl.handle.net/10919/27246.
Pełny tekst źródłaPh. D.
Garcia, Martinez Maria Fernanda <1986>. "Geotechnical characterization of mixed sandy and silty soils using piezocone tests: Analysis of partial drainage phenomena and rate effects on the experimental soil response". Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2014. http://amsdottorato.unibo.it/6622/.
Pełny tekst źródłaGauer, Emanuele Amanda. "Efeitos de velocidade em ensaios de palheta". reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2015. http://hdl.handle.net/10183/130156.
Pełny tekst źródłaVane tests are frequently used to estimate the undrained shear strength of soft clays deposits because of the equipment simplicity, speed and low costs. The strain rate used in vane shear tests is generally of 6o/min. However, vane tests results are influenced by many factors and rate of shear can be considered one of the most important. Under undrained conditions, undrained shear strength of clayey soils increases with shear velocity. This increase on undrained shear strength occurs due to viscous effects. Furthermore, this method has been used to estimate the undrained shear strength of other fine-grained materials such as silts, tailings, among others. Tests results interpretation must to be careful on these materials, because partial drainage can occur during shear tests conducted at the standard field shear rate. In this cases, soil strength and stiffness are higher than under undrained conditions. Thus, this research is aimed to evaluate the influence of the vane shear velocity in soils strength. Vane tests were conducted using vanes with 20.2, 25.5 and 40.0 mm in diameter and with aspect ratio of 2, at rotation rates from 0.68 to 1800o/min using three kaolin-bentonite mixtures composed by 85% kaolin and 15% bentonite with a water content of 100, 130 and 160% (clay), a mixture composed just by kaolin with a 50% water content (silt) and a mixture composed by 60% kaolin and 40% Osório sand with a 40% water content (silt). Tests results shows that clay and silt strength increases with shear rate, under undrained conditions. Undrained shear strength is also influenced by vane diameter and soil void ratio, and consequently by water content. Viscous response on vane tests throughout the undrained range of velocities can be described by a power law (for normalized velocity values further than 10). Silty soils, especially clay-sand mixtures under undrained conditions, exhibited a greater increase on strength than the increased observed for clayey soils. Neverthless, in some tests conducted at low shear velocities, part of pore pressure excess generated during vane rotation was dissipated, occasioning partial drainage effects during shear. The measured torque has been influenced by vane blade dimensions, but any variation on normalized resistance (T/Tref) wasn’t found as a result of vane dimensions. Normalized velocity considers directly peripheral velocity, vane geometry and soil coeficient of consolidation and reflects permeability, stifness and shear rate effects, factors that also control viscous effects. Thus, viscous effects in vane tests are accurately represented on normalized space. In addiction to rate effects due to viscosity evaluation, results normalization on T/Tref versus V space enable partial drainage effects assessment. It shows that the two distinct physical phenomena can be identified and interpreted using one single approach.
Hessam, Schapoor [Verfasser], Waldemar [Gutachter] Uhl i Matthias [Gutachter] Kemen. "Einfluss der präoperativen biliären Drainage auf die Rate an Gallenwegsinfektionen mit resistenten Mikroorganismen und deren Einfluss auf die postoperative Morbidität und Mortalität / Schapoor Hessam ; Gutachter: Waldemar Uhl, Matthias Kemen ; Medizinische Fakultät". Bochum : Ruhr-Universität Bochum, 2014. http://d-nb.info/1221368354/34.
Pełny tekst źródłaHessam, Schapoor Verfasser], Waldemar [Gutachter] [Uhl i Matthias [Gutachter] Kemen. "Einfluss der präoperativen biliären Drainage auf die Rate an Gallenwegsinfektionen mit resistenten Mikroorganismen und deren Einfluss auf die postoperative Morbidität und Mortalität / Schapoor Hessam ; Gutachter: Waldemar Uhl, Matthias Kemen ; Medizinische Fakultät". Bochum : Ruhr-Universität Bochum, 2014. http://d-nb.info/1221368354/34.
Pełny tekst źródłaLarsson, Philip. "Tryckfall och avskiljningsgrader av aerosola oljepartiklar i platt- och veckat material : Experimentella mätningar och modellering". Thesis, Karlstads universitet, Fakulteten för hälsa, natur- och teknikvetenskap (from 2013), 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kau:diva-85590.
Pełny tekst źródłaIndustrial processes generate emissions in the form of, among other things, air pollution via the process air, which in turn degrades the working environment for industrial employees. According to the Work Environment Act, the employer is obliged to protect the health of the employees via a good work environment and must therefore clean the process air. Air pollutants consist of aerosols and are defined as a collection of solid or liquid particles floating in a gas. The report dealt with aerosols in the form of oil particles generated from sources such as industrial processes such as molding, grinding and heat treatment. Such a process can release six barrels of oil into the air per year and without particle separation, the processes' oil and energy consumption increases markedly. Separation of aerosol oil particles collects the oil so that it can be reused and reduces exposure that can cause cancer and Hodgkin's disease. Aerosol oil should therefore be separated from the process air due to health aspects. Oil particles are separated from the process air via porous materials. The material is connected to the process with tailor-made duct systems where the process air is ventilated away with negative pressure via a fan motor. Oil particles are separated in the porous material and thus the degree of saturation of the material increases, that is accumulated oil reduces the porosity of the material. The drainage capacity of the material ensures that the degree of saturation is limited and that the oil can be reused. An efficient material has a low pressure drop and a high separation rate. These vary with the structure of the material such as fiber diameter, the thickness of the fiber carpet and the number of folds of the material. A material is folded to increase the material area and its separation rate, but the pressure drop is also increased, therefore a balance between pressure drop and separation rate is important when designing the material. A non-pleated material is referred to as flat material in the report. Evaluation of pressure drop and separation rate in a pleated material is costly both financially and in terms of time, while flat materials are effective from both aspects and are therefore a better alternative regarding evaluation. The purpose of the thesis was to increase knowledge about the separation of aerosol oil particles in porous materials. The goal was to model pleated materials based on experimental tests of flat and pleated materials. In the report, porous materials with different fiber diameters were tested experimentally as both flat and pleated materials. Experimental tests meant that the materials were tested practically for pressure drops and separation rate. Separation rate was measured at three ranges of particle diameters according to 0.25–0.60 μm, 0.931–1.075 μm and 1.911–2.207 μm. Flat materials were tested at four air velocities to illustrate the increase in air velocity within pleated material due to an increasing degree of saturation. Modeling meant that a calculation model for pleated material was built and input data was given based on experimental tests of plate and pleated materials. Regression analyzes were performed on the measurement results from flat materials and gave mathematical functions that were used in modeling of pleated materials. The number of folds and degrees of saturation were modeled based on experimental results from pleated materials. Measurement and modeling results varied with the structure of the material. As a result, pressure drops, separation rate and degree of saturation increased with decreasing fiber diameter and increasing carpet thickness for both flat and pleated materials. Modeling of pressure drop in pleated material deviated from praxis by -30% and -6% for fiber diameters of 8 μm and 6μm, respectively. Modeling of separation rates in pleated material had the largest deviation of + 30% for particle diameter 0.25–0.60 μm in material with fiber diameter 6 μm. Modeling results of pleated material varied across the structure of the material and thus deviated differently from praxis. Deviations in modeled pressure drop and separation rates in pleated materials were due to the dynamic pressure of the air. The pressure on the oil particles affected drainage capacity and oil distribution within the material. The oil distribution is thus heterogeneous in praxis, which affects pressure drop and separation rate in both praxis and modeling. This created uncertainties and made modeling less reliable. Therefore, pressure drop and separation rate could not be modeled in pleated material based solely on flat materials. Improved modeling further requires studies regarding oil distribution within the material as well as the impact of the dynamic pressure of the air flow on drainage capacity to improve modeling of pleated materials.
Csobi, Atila. "Amortecimento superficial nos sistemas de micro-drenagem em regiões de baixa declividade". Universidade de São Paulo, 2011. http://www.teses.usp.br/teses/disponiveis/3/3147/tde-11082011-121115/.
Pełny tekst źródłaThis work presents a proposal for estimating the reduction of the Peak Flow Rate determined by the Rational Method, considering flat basins as a main characteristic. It is considered flat, all of those basins in which the average slope on the streets are smaller than 0,5 %. It is also intentions of this work discuss methods and practices adopted to flat areas as urban drainage solutions and best management practices. Within this work, we also present all the theoretical basis of the Rational Method, among others, that try to fuse the street storm water storage capacity whit the conveyance capacity of a usual street. It is also presented theoretical basis of hydrodynamic models to be used as the main tool to determine de peak flow reduction factor of the Rational Method Hydrogram. Conveyance capacity of a usual street is discussed, street storm water conveyance capacity is also discussed in order to justify the relations proposed as a conclusion of this work. As a result of this work it is established a relationship between the Peak flow rate determined by the Rational Method and the street storm water storage capacity. In addition, this peak reduction can be used as a positive increment on the Recurrence Interval or as flow rate reduction when designing the sewerage system, which means implementation costs reduction. An application to the city of Praia Grande, located the Sao Paulo State, is presented and used as a case of study.
Lozano, Letellier Alba. "Geochemistry of rare earth elements in acid mine drainage precipitates". Doctoral thesis, Universitat de Barcelona, 2019. http://hdl.handle.net/10803/668458.
Pełny tekst źródłaLas tierras raras (en inglés rare earth elements, REE) son conocidas como el conjunto de la serie de los lantánidos (La-Lu), itrio (Y) y escandio(Sc). Las tierras raras son materiales indispensables para las industrias modernas y en especial para las tecnologías verdes (aerogeneradores, baterías, láseres, catalizadores, etc.). Sin embargo a pesar de su gran demanda mundial, su abastecimiento es limitado, por lo que han sido catalogadas por la UE como materias primas críticas (Critical Raw Materials). Con el objetivo de asegurar el abastecimiento de REE en el futuro, en los últimos años se ha promovido la búsqueda de fuentes alternativas de estos elementos en todo el mundo. El drenaje ácido de mina (en inglés acid mine drainage, AMD) producido por la meteorización de sulfuros de Fe, tiene un alto poder de lixiviación de las rocas, por lo que las aguas afectadas adquieren elevadas concentraciones en disolución de Fe, Al, SO4 y otros metales, como las REE. Así, las concentraciones de REE en AMD son entre dos y tres órdenes de magnitud superiores al resto de las aguas naturales y pueden suponer una fuente complementaria de recuperación de REE. El aumento de pH del AMD por mezcla con aguas neutras da lugar a la precipitación en los cauces de los ríos de oxy-hidroxisulfatos de hierro (schwertmannita), a partir de pH 3-3.5, y de aluminio (basaluminita), a partir de pH 4-4.5; acompañado de la eliminación de las tierras raras. Debido a su acidez y carga metálica, el drenaje ácido de mina presenta un problema medioambiental de primera magnitud, por lo que se han desarrollado diferentes sistemas de tratamiento para minimizar su impacto. El sistema de tratamiento pasivo Disperse Alkaline Substrate (DAS) produce la neutralización de las aguas ácidas por la disolución de la calcita presente en el sistema, permitiendo la precipitación secuencial, de schwertmannita y basaluminita. Las tierras raras quedan retenidas preferentemente en el residuo enriquecido en basaluminita. A pesar de ello, aún no existen estudios que describan la adsorción de tierras raras tanto en basaluminita como schwertmannita en estos ambientes. En esta tesis se estudia el mecanismo de retención de las tierras raras mediante adsorción en minerales sintéticos de basaluminita y schwertmannita, en función del pH y del contenido de sulfato disuelto. Con los resultados experimentales obtenidos, se propone un modelo termodinámico de adsorción para predecir y explicar la movilidad de las tierras raras observada en mezclas de AMD con aguas neutras y en un sistema de tratamiento pasivo. La basaluminita y la schwertmannita presentan un carácter nanocristalino. Es conocido que la schwertmannita se transforma en goethita en semanas, liberando sulfato. Sin embargo, nada se sabe de la basaluminita y su posible transformación a otros minerales de Al más cristalinos. De este modo, la caracterización del orden local de la basaluminita a diferentes valores de pH y sulfato se expone en primer lugar. Dependiendo del pH y el sulfato en disolución, la basaluminita se transforma en diferentes grados a nanoboehmita en semanas, pero tiende a estabilizarse con la presencia de sulfato en solución. Los experimentos de adsorción en basaluminita y schwertmannita con diferentes concentraciones de SO4 realizados para cada mineral y en rangos de 3-7 de pH han demostrado que la adsorción es fuertemente dependiente del pH, y en menor medida del sulfato. La adsorción de los lantánidos y del itrio es efectiva a pH 5, mientras que la del escandio comienza a pH 4. Debido a las altas concentraciones de sulfato en aguas ácidas, las especies acuosas predominantes de las tierras raras son los complejos con sulfato, MSO4+. Además del complejo sulfato, el Sc presenta importantes proporciones de Sc(OH)2+ en solución. En función de la dependencia del pH y de la importancia de la especiación acuosa, se propone un modelo de complejación superficial donde la especie acuosa predominante (Mz+) se adsorbe a la superficie libre el mineral, XOH, cumpliendo la siguiente reacción: La adsorción de los lantánidos y del itrio se produce a través del intercambio de uno o dos protones de la superficie de la basaluminita o de la schwertmannita, respectivamente, con los complejos sulfato acuoso, formando complejos superficiales monodentados con el mineral de aluminio y bidentados con el de hierro. En el caso del Sc, las especies acuosas ScSO4+ y Sc(OH)2+ forman complejos superficiales bidentados con ambos minerales. Complementando el modelo propuesto, el análisis de EXAFS del complejo YSO4+ adsorbido en la superficie basaluminita sugiere la formación de un complejo monodentado de esfera interna, coincidiendo con el modelo termodinámico propuesto. El modelo de complejación superficial, una vez validado, ha permitido evaluar y predecir la movilidad de REE en los sistemas de tratamiento pasivos y en zonas de mezcla de aguas ácidas con aportes alcalinos estudiados en el campo. La preferente retención de las tierras raras en la zona de la basaluminita precipitada en los sistemas de tratamiento pasivo ocurre por adsorción de las mismas a pH entre 5-6. La ausencia de tierras raras en la zona de schwertmannita se debe al bajo pH de su formación, inferior a 4, que impide la adsorción de las mismas. Sin embargo, debido a su menor pH de adsorción, una fracción de Sc puede quedar retenida en la schwertmannita. El modelo también predice correctamente la ausencia de REE en los precipitados de schwertmannita y el enriquecimiento de las tierras raras pesadas e intermedias respecto a las ligeras en los precipitados de basaluminita recogidos en el campo en las zonas de mezcla de aguas. Sin embargo, se ha observado una sistemática sobreestimación del fraccionamiento de las tierras raras en los precipitados de basaluminita. Este hecho se debe principalmente a que la precipitación del mineral no ocurre de forma síncrona con la adsorción, precipitando la basaluminita a partir de pH 4 y adsorbiendo tierras raras a pH más altos, entre 5 y 7, cuando las partículas sólidas han sido parcialmente dispersadas.
Nandela, V. K. Reddy. "Clogging of drainage material in leachate collection systems". Ohio : Ohio University, 1992. http://www.ohiolink.edu/etd/view.cgi?ohiou1172864667.
Pełny tekst źródłaKsiążki na temat "Drainage rate"
Budni snevac Rade Drainac. Niš: Gradina, 1992.
Znajdź pełny tekst źródłaHoos, Anne B. Recharge rates and aquifer hydraulic characteristics for selected drainage basins in middle and east Tennessee. Nashville, Tenn: Dept. of the Interior, U.S. Geological Survey, 1990.
Znajdź pełny tekst źródłaVanderhorst, James P. Sensitive plant survey in the Horse Prairie Creek drainage, Beaverhead County, Montana, Butte District, Bureau of Land Management. Helena, Mont: Montana Natural Heritage Program, 1995.
Znajdź pełny tekst źródłaKimball, Briant A. Comparison of rates of hydrologic and chemical processes in a stream affected by acid mine drainage. S.l: s.n, 1991.
Znajdź pełny tekst źródłaDrainac između četnika i partizana: Egzegeza romana "Crni dani Rake Drainca". Beograd: Astimbo, 2002.
Znajdź pełny tekst źródłaRoe, Lisa Schassberger. Sensitive plant surveys in the Bull River and adjacent drainages, U.S.D.A. Forest Service, Region 1, Kootenai National Forest, Montana. Helena, Mont: Montana Natural Heritage Program, 1990.
Znajdź pełny tekst źródłaPorter, Anjeanette. Summary of southwestern willow flycatcher (Empidonax trailii extimus) surveys conducted in the Virgin River drainage, Washington County, Utah in 2000. Cedar City, UT: Utah Division of Wildlife Resources, 2000.
Znajdź pełny tekst źródłaPeterson, L. Cordell. Southwestern willow flycatcher occurrence and habitat in the Escalante River, Kanab Creek, and Paria River drainages in 1997. Cedar City, UT: Utah Division of Wildlife Resources, 1997.
Znajdź pełny tekst źródłaFlynn, Robert H. Generalized estimates from streamflow data of annual and seasonal ground-water-recharge rates for drainage basins in New Hampshire. Pembroke, N.H: U.S. Dept. of the Interior, U.S. Geological Survey, 2004.
Znajdź pełny tekst źródłaFlynn, Robert H. Generalized estimates from streamflow data of annual and seasonal ground-water-recharge rates for drainage basins in New Hampshire. Pembroke, N.H: U.S. Dept. of the Interior, U.S. Geological Survey, 2004.
Znajdź pełny tekst źródłaCzęści książek na temat "Drainage rate"
Wichelns, Dennis. "Increasing Block-Rate Prices for Irrigation Water Motivate Drain Water Reduction". W The Economics and Management of Water and Drainage in Agriculture, 275–94. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4615-4028-1_14.
Pełny tekst źródłaGichuhi, Getrude, i Stephen Gitahi. "Sustainable Urban Drainage Practices and Their Effects on Aquifer Recharge". W African Handbook of Climate Change Adaptation, 1–19. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-42091-8_67-1.
Pełny tekst źródłaGichuhi, Getrude, i Stephen Gitahi. "Sustainable Urban Drainage Practices and Their Effects on Aquifer Recharge". W African Handbook of Climate Change Adaptation, 809–27. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-45106-6_67.
Pełny tekst źródłaMüller, G. H., A. Wunderlich, W. Schareck, U. T. Hopt i H. Bockhorn. "Do Transplants with Venous Drainage into the Portal System Undergo Delayed Rejection?" W Microsurgical Models in Rats for Transplantation Research, 273–74. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-61657-0_46.
Pełny tekst źródłaGugenheim, J., D. Houssin, E. Martin i H. Bismuth. "Decreased Graft Versus Host Reaction After Portal Venous Drainage of Spleen Grafts in Inbred Strains of Rats". W Microsurgical Models in Rats for Transplantation Research, 269–72. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-61657-0_45.
Pełny tekst źródłaSun, Bao-liang, Fang-min Xie, Ming-feng Yang, Ming-zhi Cao, Hui Yuan, Hai-tao Wang, Jing-ru Wang i Li Jia. "Blocking Cerebral Lymphatic Drainage Deteriorates Cerebral Oxidative Injury in Rats with Subarachnoid Hemorrhage". W Early Brain Injury or Cerebral Vasospasm, 49–53. Vienna: Springer Vienna, 2011. http://dx.doi.org/10.1007/978-3-7091-0356-2_10.
Pełny tekst źródłaMerten, Dirk, Jörn Geletneky, Kathrin Lahl i Georg Büchel. "Delineation of contamination flows produced by acid mine drainage in a former uranium mining site (Ronneburg, Eastern Thuringia, Germany) by the use of rare earth elements as tracers". W Uranium in the Aquatic Environment, 685–92. Berlin, Heidelberg: Springer Berlin Heidelberg, 2002. http://dx.doi.org/10.1007/978-3-642-55668-5_80.
Pełny tekst źródła"drainage rate". W Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik, 413. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_43485.
Pełny tekst źródła"to deprive of rate for drainage". W Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik, 358. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_41219.
Pełny tekst źródłaMortimer, Peter S. "Chronic peripheral oedema and lymphoedema". W Oxford Textbook of Medicine, 3083–92. Oxford University Press, 2010. http://dx.doi.org/10.1093/med/9780199204854.003.1618_update_001.
Pełny tekst źródłaStreszczenia konferencji na temat "Drainage rate"
Noguchi, Masato, Yoshinobu Mizuno i Sawami Nomura. "Estimation of the Runoff Rates from Non-Point Pollutant Sources Considering the Detachment Rate". W Ninth International Conference on Urban Drainage (9ICUD). Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40644(2002)225.
Pełny tekst źródłaWojtenko, Izabela, Mary K. Stinson i Richard Field. "High-Rate Disinfection of Combined Sewer Overflow". W Ninth International Conference on Urban Drainage (9ICUD). Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40644(2002)140.
Pełny tekst źródłaSkauge, Arne, i Susanne Poulsen. "Rate Effects on Centrifuge Drainage Relative Permeability". W SPE Annual Technical Conference and Exhibition. Society of Petroleum Engineers, 2000. http://dx.doi.org/10.2118/63145-ms.
Pełny tekst źródłaStinson, Mary K., i John E. Schenk. "Verification Testing of High-Rate Mechanical Induction Mixers for Chemical Disinfectants". W Ninth International Conference on Urban Drainage (9ICUD). Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40644(2002)6.
Pełny tekst źródłaDi Donato, G., H. Lu, Z. Tavassoli i M. J. Blunt. "Multi-Rate Transfer Dual Porosity Modeling of Gravity Drainage Imbibition". W SPE Reservoir Simulation Symposium. Society of Petroleum Engineers, 2005. http://dx.doi.org/10.2118/93144-ms.
Pełny tekst źródłaYazdani, Ali, i Brij B. Maini. "Further Investigation of Drainage Height Effect on Oil Production Rate in Vapex". W SPE Annual Technical Conference and Exhibition. Society of Petroleum Engineers, 2006. http://dx.doi.org/10.2118/101684-ms.
Pełny tekst źródłaTimothy Krause i Marc E. Groenleer. "Expansion of a Hydraulically Limited Slow Rate Treatment System by Installing Subsurface Drainage". W 2005 Tampa, FL July 17-20, 2005. St. Joseph, MI: American Society of Agricultural and Biological Engineers, 2005. http://dx.doi.org/10.13031/2013.18897.
Pełny tekst źródłaAhmadi, Hossein, Hamidreza Hamdi i Christopher R. Clarkson. "Rate-Transient Analysis of Communicating Wells Using the Dynamic Drainage Area (DDA) Concept". W Unconventional Resources Technology Conference. Tulsa, OK, USA: American Association of Petroleum Geologists, 2021. http://dx.doi.org/10.15530/urtec-2021-5443.
Pełny tekst źródłaAl Rabaani, Abdul Sallam, Martin Julian Blunt i Ann Muggeridge. "Calculation of a Critical Steam Injection Rate for Thermally-Assisted Gas-Oil Gravity Drainage". W SPE Symposium on Improved Oil Recovery. Society of Petroleum Engineers, 2008. http://dx.doi.org/10.2118/113351-ms.
Pełny tekst źródłaIrani, Mazda, i Sahar Ghannadi. "Introduction of Steam-Assisted Gravity-Drainage Oil Rate Prediction Using the 5-LINE Model". W SPE Canada Heavy Oil Conference. Society of Petroleum Engineers, 2020. http://dx.doi.org/10.2118/199933-ms.
Pełny tekst źródłaRaporty organizacyjne na temat "Drainage rate"
Altschaeffl, A., i Sabanayagam Thevanayagam. Placement Rates for Highway Embankments with Vertical and Horizontal Drainage : Informational Report. West Lafayette, IN: Purdue University, 1987. http://dx.doi.org/10.5703/1288284314135.
Pełny tekst źródłaHendren, Zachary, i Gyu Dong Kim. Low Cost Rare Earth Element (REE) Recovery from Acid Mine Drainage Sludge. Office of Scientific and Technical Information (OSTI), grudzień 2019. http://dx.doi.org/10.2172/1580053.
Pełny tekst źródłaFayer, M. J., M. C. Richmond, M. S. Wigmosta i M. E. Kelley. Estimates of deep drainage rates at the U.S. Department of Energy Pantex Plant, Amarillo, Texas. Office of Scientific and Technical Information (OSTI), kwiecień 1998. http://dx.doi.org/10.2172/658180.
Pełny tekst źródłaPaterson, L., i J. Woollett. Lawrence Livermore National Laboratory Pre-project Rare Plant and Wildlife Surveys For the Pit 7 Drainage Diversion and Groundwater Extraction and Treatment Facility. Office of Scientific and Technical Information (OSTI), lipiec 2007. http://dx.doi.org/10.2172/920875.
Pełny tekst źródłaWerdon, M. B., i M. J. Blessington. Analyses of historic U.S. Bureau of Mines samples for geochemical trace-element and rare-earth-element data from the Porcupine River drainage, northeastern Alaska. Alaska Division of Geological & Geophysical Surveys, czerwiec 2014. http://dx.doi.org/10.14509/27298.
Pełny tekst źródłaRecharge rates and aquifer hydraulic characteristics for selected drainage basins in middle and east Tennessee. US Geological Survey, 1990. http://dx.doi.org/10.3133/wri904015.
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