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Bibliografias temáticas / Flowing water

Literatura científica selecionada sobre o tema "Flowing water"

Autor: Grafiati

Publicado: 23 de junho de 2021

Última modificação: 1 de fevereiro de 2022

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Artigos de revistas
Teses / dissertações
Livros
Capítulos de livros
Trabalhos de conferências
Relatórios de organizações

Artigos de revistas sobre o assunto "Flowing water":

1

Keup, Lowell E. "FLOWING WATER RESOURCES". Journal of the American Water Resources Association 21, n.º 2 (abril de 1985): 291–96. http://dx.doi.org/10.1111/j.1752-1688.1985.tb00139.x.

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2

Smith, H. J. "CLIMATOLOGY: Water Flowing Upward". Science 292, n.º 5516 (20 de abril de 2001): 399b—399. http://dx.doi.org/10.1126/science.292.5516.399b.

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3

Jung, Sung-Hoon. "Water Flowing and Shaking Optimization". International Journal of Fuzzy Logic and Intelligent Systems 12, n.º 2 (30 de junho de 2012): 173–80. http://dx.doi.org/10.5391/ijfis.2012.12.2.173.

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4

Coutu, A., C. Seeley, C. Monette, B. Nennemann e H. Marmont. "Damping measurements in flowing water". IOP Conference Series: Earth and Environmental Science 15, n.º 6 (26 de novembro de 2012): 062060. http://dx.doi.org/10.1088/1755-1315/15/6/062060.

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5

Herman, Ed. "Line Stops Keep Water Flowing". Opflow 30, n.º 10 (outubro de 2004): 1–6. http://dx.doi.org/10.1002/j.1551-8701.2004.tb01769.x.

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6

Noda, Kazuhiro, Teruhisa Noiri, Katsumi Doi, Takeshi Kubo e Izumi Koizuka. "Endoscopic Sinus Surgery in Flowing Water." Nippon Jibiinkoka Gakkai Kaiho 103, n.º 5 (2000): 516–23. http://dx.doi.org/10.3950/jibiinkoka.103.516.

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7

Bartram, Jamie. "Flowing away: water and health opportunities". Bulletin of the World Health Organization 86, n.º 1 (1 de janeiro de 2008): 2. http://dx.doi.org/10.2471/blt.07.049619.

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8

Lau, Y. Lam, e J. Marsalek. "Movement of Perchloroethylene in Flowing Water". Water Quality Research Journal 21, n.º 3 (1 de agosto de 1986): 303–8. http://dx.doi.org/10.2166/wqrj.1986.026.

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Abstract Observations of the movement of perchloroethylene (PERC) puddles and their interaction with moving sand waves are described. The dissolution rate of PERC in flowing water was measured. Calculations of probably characteristics of sand waves and dispersion from hypothetical point sources in the St. Clair River were made.

9

Walks, D. J. "Persistence of plankton in flowing water". Canadian Journal of Fisheries and Aquatic Sciences 64, n.º 12 (1 de dezembro de 2007): 1693–702. http://dx.doi.org/10.1139/f07-131.

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Models of river plankton frequently suggest that these passively drifting communities are limited to downstream sections of larger rivers. I examine this hypothesis using a passive drift model for populations in advective environments, followed by a comparison of predicted and observed plankton populations in rivers. Under the scenario of continuous downstream drift, much of the plankton found in rivers is not predicted to occur. However, much of the observed plankton in rivers is explained through the addition of cross-channel flow heterogeneity to the model. Empirical data support the model and predict that many river plankton populations may be drifting downstream at less than 30% of the average rate of downstream flow. Plankton collections in the slower-moving edges of rivers demonstrate densities of up to 240% higher than those in adjacent midchannel flows (p = 0.009). These slow-moving areas are important habitat for river plankton and likely play a large role in planktonic food webs within rivers. These results may help explain why river productivity often decreases as a result of the loss of flow heterogeneity within river channels through human modification to landscapes.

10

WU, Mu-Chien, Satoshi UEHARA, Tomoki NAKAJIMA, Chia-Hsing CHANG, Jong-Shinn WU e Takehiko SATO. "Water purification by plasma microbubble generator in flowing water". Proceedings of the Symposium on Environmental Engineering 2020.30 (2020): 307. http://dx.doi.org/10.1299/jsmeenv.2020.30.307.

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Teses / dissertações sobre o assunto "Flowing water":

1

Elvers, Karen Trepka. "Bacterial-fungal biofilms in industrial flowing water systems". Thesis, University of Exeter, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.244421.

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2

Harris, Jennifer. "Flowing water and lofty mountains : Ichikawa Beian : calligrapher and scholar /". Title page, table of contents and abstract only, 2005. http://web4.library.adelaide.edu.au/theses/09ARAHM/09arahmh3131.pdf.

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Thesis (M.A.(St.Art.Hist.)) -- University of Adelaide, Master of Arts (Studies in Art History), School of History and Politics, Discipline of History, 2005.
Coursework. "January 2005" Bibliography: leaves 140-146.

3

Wolcott, John Fredric. "Flume studies of gravel bed surface response to flowing water". Thesis, University of British Columbia, 1990. http://hdl.handle.net/2429/31033.

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Almost all sediment transport equations incorporate the Shields parameter, which is a ratio of the total boundary shear stress as a driving force and the particle weight as a resisting force. Shields (1936) equated particle resistance to entrainment with particle weight, which is proportional to particle diameter, or bed texture. The present work analyses the particle resistance term in the Shields parameter. As the bed material adjusts to a given flow condition, bed stability increases. The arrangement of particles into more stable configurations is here termed geometric structure, and includes the formation of pebble clusters, and imbrication. After an initial surface coarsening, here termed textural structure, particle resistance to movement is a function primarily of geometric structure. The Shields number for entrainment is thus a measure of particle resistance due to both types of bed structure rather than the conventional notion of particle resistance due to particle weight. The response of a mobile bed surface composed of < 8 mm diameter gravels to flowing water was explored in a 6 meter by 0.5 meter flume using four different slopes and various water depths. Corrected bed shear stresses varied between 0.05 and 2.79 Pa. Step increases in discharge with a constant slope caused the bed surface to develop a structure which was more stable at the end of a run than at the beginning. Under these conditions, the Shields number for incipient motion was found to vary between 0.001 and 0.066. This variability can be explained by the degree of geometric structure present. Previous studies, including Shields' work (1936), have implicitly included the effects of geometric structure on incipient motion. Surface coarsening develops with very low flows, but subsequent coarsening in higher flows is minor, with less than 5% increase in median diameter following a 50% increase in bed shear stress. Calculations of Manning's n based on depth, slope, and velocity measurements show an increase in flow resistance as structure develops. The development of a coarse surface layer appears to be limited by flow characteristics near the bed which are in turn modified by the development of structure. Measurements of the area occupied by the largest stones show that they do not cover more than 14% of the surface during maximum coarsening. Froude scaling of the flume data indicates that the time necessary for development of maximum strength is on the order of a month for natural rivers under steady flow conditions. This suggests that gravel river beds are rarely in equilibrium with natural flow conditions.
Arts, Faculty of
Geography, Department of
Graduate

4

Schoonover, Kevin George. "An experimental and numerical investigation of evaporating water sprays injected into flowing superheated steam". Thesis, Georgia Institute of Technology, 2001. http://hdl.handle.net/1853/17935.

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5

Fox, Alison Mary. "The efficacy and ecological impact of the management of submerged vegetation in flowing water". Thesis, University of Glasgow, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.290361.

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6

Kadhum, Saly Kadhum Saad. "Evaluation of the Effect of Flowing Water through Embedded Pipe on Rutting Of Pavement". Digital WPI, 2011. https://digitalcommons.wpi.edu/etd-theses/377.

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Flexible pavements are layered systems that consist of a sub-grade, sub-base, and the pavement surface layer. Pavement surface layer is a mixture of asphalt binder, coarse, and fine aggregates. The stiffness of asphalt materials is significantly reduced by an increase in temperature. The high heat capacity and the low thermal conductivity of pavement materials result in significant increase in temperature and hence increase in the potential of rutting or permanent deformation in asphalt pavements. Controlling of pavement temperature within a desirable range can be an efficient method to reduce rutting. In this study, the technique of lowering pavement temperature by using a fluid through pipes installed inside the pavement is being investigated. Pavement slabs of hot mix asphalt with and without inserted copper pipe were constructed in the Civil and Environmental Engineering laboratory, and the slabs were tested under high temperature with the Model Mobile Load Simulator 3 (MMLS3). The extraction of heat energy from asphalt pavements was achieved by flowing water through embedded pipe located at 1.5 inches below the surface. This technique resulted in a 10°C decrease in pavement temperature and a reduction of rutting depth from 0.65 inch (significant) to 0.1inch (insignificant). Rut depth and temperature data obtained at different locations along the pavement showed good correlation between surface temperature and rutting depth. The results show that the flowing water through embedded pipes is an effective way to reduce the surface temperature and thus to control rutting depth and prolong the life of pavement.

7

Salant, Nira Liat. "Some physical and biological factors influencing the fate of fine clastic particles in flowing water". Thesis, University of British Columbia, 2009. http://hdl.handle.net/2429/9590.

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An experimental flume study was conducted to assess the influence of several physical and biological factors on the movement and deposition of fine particles (< 125 µm) in flowing water. Mechanisms of particle movement were elucidated from measurements of flow hydraulics, particle concentrations, surface deposition, and subsurface infiltration for varying flow rates, bed sand fractions, particle densities, initial concentrations, and periphyton structures. Results showed that low flows slowed total deposition, an unexpected result given the lower near-bed Reynolds stresses and velocities of this condition. Similarly, a bed with a high sand fraction also slowed total deposition despite having lower near-bed Reynolds stresses. A higher amount of surface deposition to the high sand bed was offset by limited subsurface deposition, likely due to the clogging of pore spaces by fine sand and reduced advective transport. Particle density also significantly altered deposition rate but had no effect on particle infiltration or flow hydraulics. Along a gradient of low to high initial concentrations, deposition rate and infiltration increased, due to greater particle availability and an increase in particle interactions. A comparison of theoretical and measured concentration profiles showed that for fine particles the Rouse equation, using a depth-integrated particle size, performed as well as or better than more complex models. All models under-predicted concentrations of low-density plastic particles, over-predicted at low concentrations, and performed better with a high sand bed. Periphyton had a significant effect on hydraulics and deposition for a range of structures, densities and spatial scales. High density, closed periphyton patches compacted under high flows resulted in higher velocities and lower near-bed Reynolds stresses by constricting the flow depth and smoothing the bed surface. Lower density patches increased bed roughness, reducing near-bed velocities and transferring turbulent shear upward. Mucilaginous diatoms at low to moderate biomasses increased deposition rate and surface deposition by reducing near-bed Reynolds stress and enhancing particle adhesion. However, at high biomasses, diatom assemblages clogged interstitial spaces and reduced the amount of subsurface deposition thus slowing total deposition. In contrast, deposition occurred more slowly for most growth stages of filamentous algae, possibly due to partial clogging of the bed and a lack of surface adhesion. However, later algal growth stages increased Reynolds stress and advective transport, in turn increasing the amount of subsurface deposition and thus total deposition rate.

8

Okeke, Nnadozie Kennedy. "Investigation Into the Source of Contamination of Surface Waters Flowing Through The WrightState University Woods". Wright State University / OhioLINK, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=wright162938168838397.

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9

NEDDEN, ANA GABRIELA PILLA ZUR. "AN ANALYSIS OF THE DROP BREAKUP PROCESS IN AN OIL IN WATER EMULSION FLOWING TETWEEN PARALLEL DISKS". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2010. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=17051@1.

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A produção de petróleo é geralmente acompanhada pela produção de água, que pode estar presente sob forma livre e emulsionada. As emulsões podem ser encontradas em quase todas as fases de produção: nos reservatórios, nos poços produtores, nas facilidades de produção, nos dutos de transporte, no processamento e no armazenamento O sistema de Bombeio Centrifugo Submerso (BCS) é um dos métodos utilizados na indústria para a elevação de petróleo para campos localizados tanto em terra como em mar. Ainda que seja o método de elevação artificial mais apropriado para a produção de petróleo quando há elevada produção de água, a eficiência da bomba é bastante reduzida quando há manuseio de misturas de água e óleo e a formação de emulsões. Este trabalho teve como objetivo o estudo do cisalhamento aos quais os fluidos estão expostos durante a passagem por um estágio de uma Bomba Centrífuga Submersa e seus efeitos no grau de emulsificação da mistura de água e óleo. Foi construído um aparato experimental composto por dois discos, um giratório e um fixo. Ao escoar através destes a mistura de fluidos sofre deformação cisalhante e extensional e seu grau de emulsificação, isto é, tamanho médio e distribuição dos diâmetros de bolhas, é medido a montante e a jusante do dispositivo.
Oil production is usually associated with the production of water, which may be found as a continuous phase or as a dispersed phase, in emulsions. Emulsions may be found in almost all the production stages: in reservoirs, production wells, production facilities, pipelines, in processing and in storage. The Electric Submersible Pump (ESP) is one of the methods employed in the industry to lift oil from fields located on land as well as at sea. Though this is the most appropriate artificial lift method for oil production when a considerable amount of water is produced, a pump’s efficiency is a greatly reduced when mixtures of water and oil are handled and emulsions begin to form. This paper intends to study the shearing imposed to fluids when flowing through a stage in a Electric Submersible Pump, and its effects in the degree of emulsification of the water and oil mixture. An experimental device was assembled consisting in two disks, one that spins and the other fixed. When flowing through them, a mixture of fluids is subjected to shearing and extensional deformation, and its degree of emulsification, i.e.: the average size and the bubble diameter distribution, may be measured upstream and downstream from the device.

10

Ghanashyam, Aniket. "The use of biofiltration cells to filter contaminated water flowing from a slum settlement in South Africa". Master's thesis, Faculty of Science, 2018. http://hdl.handle.net/11427/31525.

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Polluted urban surface runoff degrades the receiving water bodies and impacts on downstream water quality and ecological systems. In response, there is growing research attention that is focused on how to treat surface water runoff before it is discharged into these water bodies which includes using a variety of land-based treatment systems. This thesis investigates the performance of large scale, low-cost nature-based filtration systems to clean contaminated water without the addition of chemicals. A relatively small portion of water that is generated and discharged from a slum settlement in South Africa, where water-based services are limited and often dysfunctional, is intercepted and diverted through six biofiltration cells. These cells were packed with different types of natural media, three of which were planted with a variety of reeds while the other cells were kept as control cells. Water that flows into each biofiltration cell is controlled via a network of valves. Flow meters were used to determine the volume and rate of discharge to each cell. The purpose of this study was to determine the effects of HLR (hydraulic loading rate) and HRT (hydraulic retention time) on water quality that was discharged from each cell. This study determined whether the resulting effluent could be repurposed for irrigating edible crops. The final discharge was tested to confirm the differences between the influent and effluent in each cell. Overall the vegetated cell that was packed with large stones (19 - 25 mm aggregates) (LSV) performed the best and displayed reductions of 98.51% of ammonia and 100% of orthophosphate concentrations. E. coli bacteria were also reduced by nearly 100%. Phytoremediation played a role in reducing contamination by removing 97.07%, 89.70% and 100% for ammonia, orthophosphate and E. coli respectively over the study period of four months. Throughout the study, Large Stone Vegetated cells (LSV) reduced nitrite levels by 77.21% with higher removal rates for ammonia, orthophosphate, nitrites, respectively, compared to Large Stone cells (LS). An HRT of approximately seven days resulted in the most improved water quality for LSV, LS, Small Stone (SS) and Small Stone Vegetated cells (SSV) for most of the parameters that were tested. However, orthophosphate leaching occurred in the SSV cell. Peach Pip Vegetated cells (PPV) and Peach Pip cells (PP) did not perform as well as the other cells.

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Livros sobre o assunto "Flowing water":

1

Alexie, Sherman. Water flowing home: Poems. Boise, Idaho: Limberlost Press, 1996.

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2

Soderberg, Richard W. Flowing water fish culture. Boca Raton: Lewis Publishers, 1995.

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3

Hawkins, John. International bank lending: Water flowing uphill? Helsinki: United Nations University, World Institute for Development Economics Research, 2002.

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4

Institute, Pennsylvania Bar. Flowing into the future: Evolving water issues. Mechanicsburg, Pa. (5080 Ritter Rd., Mechanicsburg 17055-6903): Pennsylvania Bar Institute, 2011.

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5

Cerek. Water flowing over stone: Stories and inventions. Waldron, WA: Yggdrasil Books, 1999.

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6

Getsinger, Kurt D. Evaluation of endothall/adjuvant mixtures in flowing water. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1988.

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7

Hurtubise, Pierre. Planted by flowing water: The diocese of Ottawa. Ottawa: Novalis, 1998.

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8

Getsinger, Kurt D. Evaluation of 2,4-D/adjuvant mixtures in flowing water. Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1986.

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9

Getsinger, Kurt D. Evaluation of 2,4-D/adjuvant mixtures in flowing water. Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1986.

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10

Kalinowska, Monika B. Numerical solutions of two-dimensional mass transport equation in flowing surface waters. Warszawa: Institute of Geophysics, Polish Academy of Sciences, 2008.

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Capítulos de livros sobre o assunto "Flowing water":

1

Scheffers, Anja M., Simon M. May e Dieter H. Kelletat. "Forms by Flowing Water (Fluvial Features)". In Landforms of the World with Google Earth, 183–244. Dordrecht: Springer Netherlands, 2015. http://dx.doi.org/10.1007/978-94-017-9713-9_9.

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2

Hawkins, John. "International Bank Lending: Water Flowing Uphill?" In From Capital Surges to Drought, 59–80. London: Palgrave Macmillan UK, 2003. http://dx.doi.org/10.1057/9781403990099_4.

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3

Markiewicz, M., e O. Mahrenholtz. "Progressive cross waves due to the horizontal oscillations of a vertical cylinder in water. Evolution equations". In Floating, Flowing, Flying, 227–47. Dordrecht: Springer Netherlands, 1998. http://dx.doi.org/10.1007/978-94-017-1564-5_14.

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4

Wass, Harold S., e Russell P. Fleming. "Friction Loss of Water Flowing in a Pipe". In Sprinkler Hydraulics, 51–57. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-02595-3_12.

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5

Menard, O., T. Advocat, A. Abdelouas, J. L. Crovisier e A. Michard. "Borosilicate glass leaching in a flowing system: Behavior of the rare earths, Th and U". In Water-Rock Interaction, 809–12. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203734049-201.

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6

Šlezingr, Miloslav, Petr Pelikán, Jana Marková e Lenka Gernešová. "Protection of Slopes Against Erosion by Flowing Rain Water". In Springer Hydrogeology, 137–55. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-25835-5_9.

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7

Fu, Ying, Zheng-jun Zhu, Chao Zhang, Tao Shi, Hui Ma e Kai Feng. "Research on Reasonable Water Injection Parameters of Water Flowing Barrier to Delay Bottom Water Coning". In Proceedings of the International Field Exploration and Development Conference 2018, 1066–72. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7127-1_98.

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8

Lai, Chris C. K., Joseph H. W. Lee e K. M. Lam. "Digital Simulation of Dominant Eddies of A Co-Flowing Jet". In Advances in Water Resources and Hydraulic Engineering, 618–23. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_107.

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9

Drissia, Thottungal Krishnankutty, Vinayakam Jothiprakash e Alayil Bahuleyan Anitha. "Regionalisation of Watersheds Using Fuzzy C Means Clustering Algorithm in the West Flowing River of Kerala". In Water Resources Management and Reservoir Operation, 51–63. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-79400-2_5.

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10

Li, Sujuan, Vijay Chatoorgoon e Scott Ormiston. "Numerical Instability Study of Supercritical Water Flowing Upward in Two Heated Parallel Channels". In Proceedings of The 20th Pacific Basin Nuclear Conference, 187–200. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-2314-9_15.

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Trabalhos de conferências sobre o assunto "Flowing water":

1

Oğuz, Ahmet, e Gülçin Güreşçi Pehlivan. "Water Flowing Beyond Borders and Water Problems". In International Conference on Eurasian Economies. Eurasian Economists Association, 2012. http://dx.doi.org/10.36880/c03.00548.

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The difficulty of drawing the borders of the Middle East originates from the fact that the region is not a clear geographical unit. This means that it is determined by the political and cultural elements as “The West”, not by the geographical element as the “Western Europe”. The important position of the region becomes clear with the production of petroleum. The petroleum of the Middle East meets a large part of the energy requirements of Europe and Asia, however almost everyone agrees that water began to take the place of petroleum and will be the most important natural resource in the near future at the Middle East. We tried to emphasize the strategic importance of the water in the Middle East, the hydrological characteristics of water flowing beyond borders and the replace of South-Eastern Anatolia Project in the Turkish-Arabic relations, the use and management of water resources, some efforts and search for solutions.

2

Ihrke, I., B. Goidluecke e M. Magnor. "Reconstructing the geometry of flowing water". In Tenth IEEE International Conference on Computer Vision (ICCV'05) Volume 1. IEEE, 2005. http://dx.doi.org/10.1109/iccv.2005.202.

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3

Burger, M., e B. De Schutter. "Energy-efficient transportation over flowing water". In 2013 IEEE 10th International Conference on Networking, Sensing and Control (ICNSC 2013). IEEE, 2013. http://dx.doi.org/10.1109/icnsc.2013.6548741.

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4

Vasconcelos, Jose G., e Steven J. Wright. "Propagation of Surcharge Conditions in Flowing Sewers". In World Environmental and Water Resources Congress 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40856(200)8.

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5

Bischur, E., S. Pobering, M. Menacher e N. Schwesinger. "Piezoelectric energy harvester operating in flowing water". In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, editado por Mehrdad N. Ghasemi-Nejhad. SPIE, 2010. http://dx.doi.org/10.1117/12.847532.

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6

Wall, Kevin, Jay Bhagwan e Oliver Ive. "Water Services and Franchising Partnership Principles Flowing Together for Improved Delivery". In Water Distribution Systems Analysis 2008. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41024(340)6.

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7

McNeilly, K., A. R. Al-Shamsi, M. N. Khan, J. R. Al-Blooshi e A. Husain. "Injectivity Enhancement From Back Flowing of Water Injectors". In Abu Dhabi International Petroleum Exhibition & Conference. Society of Petroleum Engineers, 2016. http://dx.doi.org/10.2118/183345-ms.

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8

Ma, Ming, Luming Shen, John Sheridan, Zhe Liu, Chao Chen e Quanshui Zheng. "Friction law for water flowing in carbon nanotubes". In 2010 International Conference on Nanoscience and Nanotechnology (ICONN). IEEE, 2010. http://dx.doi.org/10.1109/iconn.2010.6045251.

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9

Lu, B., B. Cai, Y. Liao, S. Xu e Z. Xin. "Flowing Air-Water Cooled Slab Nd: Glass Laser". In 1988 International Congress on Optical Science and Engineering, editado por Horst Weber. SPIE, 1989. http://dx.doi.org/10.1117/12.950090.

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10

Parra, Mari´a V., Luis Go´mez, Ram S. Mohan, Ovadia Shoham, Gene Kouba e Carlos Avila. "Characterization of Oil-Water Dispersions/Emulsions Flowing Through Restrictions". In ASME 2010 3rd Joint US-European Fluids Engineering Summer Meeting collocated with 8th International Conference on Nanochannels, Microchannels, and Minichannels. ASMEDC, 2010. http://dx.doi.org/10.1115/fedsm-icnmm2010-31002.

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Resumo:

An experimental study of the characterization of oil-water dispersions/emulsions flowing through an orifice plate was carried out in the Dispersion Characterization Rig® (DCR), a state-of-the-art facility for studying the separation process of dispersions/emulsions. In this study, experiments with distilled water and mineral oil at different choke pressures, velocities, and different orifice sizes were conducted in order to find the phase-inversion zone and observe how the separation profile is affected by these variables. Bulk flow kinetic energy and water cut, are plotted against the pressure drop in the orifice plate to find the inversion point. Image processing technique is used to measure the coalescing and sedimenting profiles with respect to time. Results indicate a good agreement between the two methods used to find where phase inversion occurs and that this is affected by velocities, choke pressure and orifice plate size; also that emulsions become more stable when smaller size of orifice plates are used, as expected.

Relatórios de organizações sobre o assunto "Flowing water":

1

Ives, Neil A., Gary W. Stupian e Martin S. Leung. Unpinning of the Fermi Level on GaAs by Flowing Water. Fort Belvoir, VA: Defense Technical Information Center, março de 1987. http://dx.doi.org/10.21236/ada178489.

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2

Riemenschneider, Don E. Water Stress Promotes Early Flowering in Jack Pine. St. Paul, MN: U.S. Department of Agriculture, Forest Service, North Central Forest Experiment Station, 1985. http://dx.doi.org/10.2737/nc-rn-331.

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3

Numerical simulation of a plume of brackish water in the Biscayne Aquifer originating from a flowing artesian well, Dade County, Florida. US Geological Survey, 1996. http://dx.doi.org/10.3133/wsp2464.

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