Relevant bibliographies by topics / Water balance

Academic literature on the topic 'Water balance'

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Published: 4 June 2021
Last updated: 7 July 2024

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Journal articles on the topic "Water balance"

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Thuy, Pham Thi, Pham Thanh Tuan, and Nguyen Manh Khai. "Industrial Water Mass Balance Analysis." International Journal of Environmental Science and Development 7, no. 3 (2016): 216–20. http://dx.doi.org/10.7763/ijesd.2016.v7.771.

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Robichaux, R. H., J. Grace, P. W. Rundel, and J. R. Ehleringer. "Plant Water Balance." BioScience 37, no. 1 (January 1987): 30–37. http://dx.doi.org/10.2307/1310175.

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Immerzeel, W. W., and M. F. P. Bierkens. "Asia's water balance." Nature Geoscience 5, no. 12 (November 29, 2012): 841–42. http://dx.doi.org/10.1038/ngeo1643.

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Nabizadeh, Ramin. "Water balance analyzer." Environmental Modelling & Software 21, no. 1 (January 2006): 127–28. http://dx.doi.org/10.1016/j.envsoft.2005.03.002.

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Dawson, Todd E. "Woodland water balance." Trends in Ecology & Evolution 8, no. 4 (April 1993): 120–21. http://dx.doi.org/10.1016/0169-5347(93)90021-g.

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Moore, Kevin, Chris Thompson, and Peter Trainer. "Disorders of water balance." Clinical Medicine 3, no. 1 (January 1, 2003): 28–33. http://dx.doi.org/10.7861/clinmedicine.3-1-28.

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McDonnell, Jeffrey J. "Beyond the water balance." Nature Geoscience 10, no. 6 (May 29, 2017): 396. http://dx.doi.org/10.1038/ngeo2964.

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Famiglietti, J. S., and M. Rodell. "Water in the Balance." Science 340, no. 6138 (June 13, 2013): 1300–1301. http://dx.doi.org/10.1126/science.1236460.

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Krashes, Michael J. "Forecast for water balance." Nature 537, no. 7622 (September 28, 2016): 626–27. http://dx.doi.org/10.1038/537626a.

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Dincer, T. "Global water balance uncertainty." Eos, Transactions American Geophysical Union 73, no. 24 (1992): 259. http://dx.doi.org/10.1029/91eo00211.

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Dissertations / Theses on the topic "Water balance"

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Aulin, Beatrice, and Henriksson Linnea. "The water balance in Graminha Basin." Thesis, Uppsala universitet, Luft-, vatten och landskapslära, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-226430.

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Today, only 7 % of the Atlantic Rainforest, that once covered Brazil, remains scattered across the southern parts of the country. As the forest is rapidly disappearing, the government of Brazil has emerging interest of preservation. Thus more and more areas are turned into national parks and reserves. At the outskirts of one of these reserves, the Iracambi research station is situated. The center makes an effort to carry out applied research to find methods of preserving and learning about the forest. It is within that context the project described in this report has been performed. The project aimed to establish a water balance over Graminha Basin, the main river in the Iracambi research area. By doing this the understanding of the fluctuations of the amount of water in the ecosystem could increase. An important part of the objective was also to assess which methods can be used practically at Iracambi.The project was carried out during the rainy season from February 13th to April 12, 2012. During this time the water flow was measured at five stations along the river, using a current meter and instant slug-injection. Between six and fifteen flow measurements were made at each station. Slug- injection was generally the most suitable gauging method to use in the area. Precipitation was measured at two points. Evaporation was measured using an evaporation pan, and also calculated using the Penman-Monteith equation. Even though, the parameterization of the Penman-Monteith needs to be improved it was deemed to be the more suitable method for the area.The results give a rough estimate of the water balance during the period. It was concluded that the storage decreased during the project period. Based on the flow measurements and observations it was concluded that the areas covered by forest were less affected by the floods that occurred during heavy rainfalls than the areas covered by grass. Further on, the result of this report indicates that the Iracambi research station can continue to carry out assessments for changes in water flow, rainfall and evaporation with the simple equipment used in this project. However, more expensive and advanced equipment would be beneficial to establish a more accurate water balance.
Idag återstår endast 7% av den atlantiska regnskogen som en gång täckte Brasilien södra kust. Regnskogen försvinner snabbt vilket har lett till att Brasiliens regering de senaste åren visat ett ökat intresse att bevara regnskogen. Fler och fler områden har förvandlats till nationalparker och reservat. I utkanten till ett av dessa reservat ligger forskningsstationen Iracambi. Iracambi bedriver forskning i och runt området för att hitta metoder för att bevara regnskogen och öka kunskapen om området. Detta projekt är ett litet bidrag till detta arbete. Det övergripande syftet med projektet var att upprätta en vattenbalans över floden Graminhas avrinningsområde. Detta är huvudfloden i området och genom upprätta en vattenbalans kan förståelsen för förändringarna av vattentillgången i ekosystemet öka. Ett viktigt mål med projektet var också att finna verktyg som forskningsstationen Iracambi kan använda för kontinuerliga mätningar av de parametrar som ingår i vattenbalansen.Projektets genomfördes under regnperioden mellan den 13 februari och den 12 april, 2012. Flödesmätningarna utfördes vid fem mätstationer längs floden Graminha. Två typer av utrustning användes: flygel och konduktivitetsmätare. Rekommendationen för Iracambi var att fortsätta mätningarna med framförallt konduktivitetsmätaren. Uppskattningarna av avdunstningen genomfördes på två sätt: dels genom upprättandet av en evaporationspanna, dels genom beräkningar. Beräkningarna genomfördes med Penman-Monteith ekvationen och det kunde konstateras att även om de ingående parametrarna innehåller en del osäkerheter, så var detta den mest passande metoden för att beräkna avdunstningen. Nederbörd mättes på två platser med hjälp av enkla regnmätare konstruerade av pet-flaskor.Slutligen upprättades en vattenbalans för området. Utifrån denna kunde det konstateras att vattenmagasinet för hela orådet minskade under mätperioden. Utifrån flödesmätningar samt observationer kunde slutsatsen dras att skogsområdena drabbades mindre än de gräsbevuxna områdena av de kraftiga översvämningarna som uppstod under intensiva regn. Vidare visar resultaten att forskningsstationen Iracambi kan få en bra uppskattning av flödesförändringar, nederbörd och avdunstning med hjälp av den enkla utrustning som användes i detta projekt.
Minor Field Study
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Desta, Assefa, and Aregai Tecle. "Water Balance in Upper Lake Mary." Arizona-Nevada Academy of Science, 2004. http://hdl.handle.net/10150/296627.

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Qureshi, Suhail Ahmad. "Soil water balance of intercropped corn under water table management." Thesis, McGill University, 1995. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=23289.

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A one year water table management field study was conducted on a Soulanges sandy loam soil in Soulanges county, Quebec. Two controlled water table levels, i.e. 0.5 m and 0.75 m from the soil surface, as well as free outlet conventional drainage treatments were established in monocropped corn (Zea mays L.) and corn intercropped with ryegrass (Lolium multiflorum Lam) plots.
Cropping system showed no significant effects on evapotranspiration, and on soil moisture distribution. It was observed that the 0.5 m and 0.75 m controlled water tables (CWT) provided the same soil moisture trends in both cropping systems. The soil moisture was always higher in controlled water table plots compared to freely drained plots. The water use efficiency of 0.75 m CWT in both cropping systems was high compared to 0.5 m CWT.
The soil moisture contents at three depths were only 2% to 10% less in intercropped plots compared to monocropped plots. The soil moisture was 12 to 13% higher in CWT plots compared to freely drained plots for both cropping systems. The soil moisture in 0.5 m CWT and 0.75 m CWT plots was not significantly different. The average water table levels in monocropped plots were not significantly different from intercropped plots.
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Al-Ali, Mahmoud. "Soil water conservation and water balance model for micro-catchment water harvesting system." Thesis, Loughborough University, 2012. https://dspace.lboro.ac.uk/2134/10941.

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A simple water balance model was applied to a micro-catchment water harvesting system for a semi-arid area in the North-Eastern part of Jordan. Two Negarim micro-catchment water harvesting systems were built at Al-Khanasri research station. A Randomized complete block design (RCBD) in factorial combination was used with six treatments and three replicates. Each plot was divided into two parts; a runoff area, and a run-on area. Two different treatments were used for the catchment area, these were: compacted (T1) and Natural treatments (T2). Three treatments were used for the run-on area, these were: disturbed (S1), stones (S2), and crop residue mulch (S3). Soil water content was measured over a depth of 0-1 m during the seasons 96-97 in these micro-catchments. In this model; daily rainfall, runoff, and evaporation were used. Runoff was calculated by the curve number method; evaporation was calculated by the Penman equation, the Priestley and Taylor method and the Class A pan approach. The least squares method was used for optimizing model parameters. The performance of the model was assessed by different criteria, such as root mean square error, relative root mean square error, coefficient of determination and the Nash-Sutcliffe efficiency method. The performance of the micro-catchments system was also evaluated. Results showed that with limited but reliable hydrological data good agreement between predicted and observed values could be obtained. The ratio of water storage in a one meter soil depth to the rainfall falling on each catchment indicated that T1S2 and T1S3 have the highest values in size1 plots while T2S1 and T2S2 have the highest values in size 2 plots. Modelling results showed that for all the size 1 plots, the required ratio of the cultivated to catchment area, (C/CA), required to ensure sufficient harvested water, was less than the actual ratio used in the experimental design. For the size 2 plots this was only true for the T1 treatments. Consequently for the majority of plot sizes and treatments, the results showed that a smaller catchment area is capable of providing sufficient harvested water to meet crop growth requirements. The experimental ratio was based on a typical yearly design rainfall for the region having either a 50% or 67% probability of occurrence. Results also indicated that using stones and crop residue as mulch on the soil surface in the cultivated area was effective in decreasing the evaporation rate. S3 was more efficient than S2 as it stored more water due to the higher infiltration rate (12.4 cm/hr) when compared to S2 (4.1 cm/hr).
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Albright, William Henry. "Field water balance of landfill final covers /." abstract and full text PDF (free order & download UNR users only), 2005. http://0-wwwlib.umi.com.innopac.library.unr.edu/dissertations/fullcit/3209130.

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Thesis (Ph. D.)--University of Nevada, Reno, 2005.
"August, 2005." Includes bibliographical references. Online version available on the World Wide Web. Library also has microfilm. Ann Arbor, Mich. : ProQuest Information and Learning Company, [2005]. 1 microfilm reel ; 35 mm.
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Joe, Sommer Nicole. "Quantifying errors in large scale water balance." College Park, Md. : University of Maryland, 2004. http://hdl.handle.net/1903/2146.

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Thesis (M.S.) -- University of Maryland, College Park, 2004.
Thesis research directed by: Dept. of Civil and Environmental Engineering. Title from t.p. of PDF. Includes bibliographical references. Published by UMI Dissertation Services, Ann Arbor, Mich. Also available in paper.
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Sell, D. "Oxygen consumption and water balance in insects." Thesis, University of Aberdeen, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.354956.

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Haigh, R. A. "Water balance and water quality studies in an underdrained clay soil catchment." Thesis, University of Oxford, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.371543.

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Diaz-Nieto, Jacqueline. "A GIS water balance approach to support surface water flood risk management." Thesis, University of Sheffield, 2012. http://etheses.whiterose.ac.uk/15005/.

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Concern has arisen as to whether the lack of appropriate consideration to surface water in urban spatial planning is reducing our capacity to manage surface water flood risk. Appropriate tools are required that allow spatial planners to explore opportunities and solutions for surface water flooding at large spatial scales. An urban surface water balance model has been developed that screens large urban areas to identify flooded areas and which allows solutions to be explored. The model hypothesis is that key hydrological characteristics; storage volume and location, flow paths and surface water generation capture the key processes responsible for surface water flooding. The model uses a LiDAR DEM (Light Detection and Ranging Digital Elevation Model) as the basis for determining surface water accumulation in a catchment and has been developed so that it requires minimal inputs and computational resources. The urban surface water balance approach is applied to Keighley in West Yorkshire where several instances of surface water flooding have been reported. Data for validating surface water flood risk models is sparse because such flooding events are of short duration, very localized and distributed across the catchment. This research used a postal questionnaire, followed up with site visits to collect data on surface water flooding locations in Keighley. The validation exercise confirmed that the major processes responsible for flooding are largely well represented in the model for situations where interaction with the urban sewer network is well represented by the assumptions made in the model. A qualitative analysis based on field visits revealed that the degree of interaction with the sewer network varies spatially, and as the importance of the interaction of the sewer system increases, the accuracy of the model results are lowered. It also highlighted that local detail not present in the DEM, the presence of urban drainage assets and the performance of the sewer system, which are not be represented in the model, can determine the accuracy of model results. Model results were used as a basis to develop solutions to surface water flooding. A least cost path methodology was developed to identify managed flood routes as a solution. These were translated into model inputs in the form a modified DEM. It was shown that the simple and fast representation of flood routes and surface storage is of considerable benefit for scenario analysis.
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Oliveira, Sandra Maria Sousa de [UNESP]. "Determinação da acurácia de instrumentos de medidas para obter a evapotranspiração de referência com erros fixados." Universidade Estadual Paulista (UNESP), 2011. http://hdl.handle.net/11449/100807.

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Made available in DSpace on 2014-06-11T19:31:01Z (GMT). No. of bitstreams: 0 Previous issue date: 2011-08-10Bitstream added on 2014-06-13T20:01:24Z : No. of bitstreams: 1 oliveira_sms_dr_jabo.pdf: 285062 bytes, checksum: 2ff19f9c457a6961d50db465af94d58e (MD5)
Instituto Federal Triangulo Mineiro
A evapotranspiração de referência (ETo) é mais frequentemente obtida em diferentes situações e locais por meio de métodos de estimativa. A não verificação do erro da ETo, devido ao uso de instrumentos de medidas, pode conduzir os trabalhos de pesquisa a resultados não confiáveis e inconsistentes. Utilizando os Métodos de Hargreaves; Radiação Solar e Penman-Monteith, com os erros da ETo fixados em 1%, 2%, 3%, 4%, 5%, 6%, 7%, 8%, 9% e 10%, determinou-se as acurácias dos instrumentos de medidas necessárias para obter a estimativa da ETo, com os erros citados. Os dados foram coletados em uma Estação Meteorológica Automatizada, modelo Vaisala, da Usina Hidroelétrica de Nova Ponte, de propriedade da CEMIG, localizada no Rio Araguari. Estes valores foram registrados por meio da média diária de cada informação. A obtenção da ETo com erros propostos neste trabalho requer instrumentos de medidas com acurácias para os Métodos: de Hargreaves com temperatura do ar de 0,2645% a 2,6335% e radiação líquida de 0,0331% a 0,3315%; de radiação solar com temperatura do ar de 0,15% a 1,47%, velocidade do vento de 0,01% a 0,04%, umidade relativa do ar de 0,14% a 0,1,43% e radiação líquida de 0,02% a 0,23% e o de Penman-Monteith com Temperatura do ar de 0,33% a 3,2%, Velocidade do vento de 0,10% a 1,00%, de Umidade Relativa do ar de 0,06% a 0,58% e de Radiação Líquida entre 0,02% a 0,17%. As acurácias obtidas permitirão selecionar instrumentos de medidas para determinação da ETo, pelos métodos de Penman-Monteith, Hargreaves e Radiação Solar com erros máximos pré-estabelecidos. O método da Radiação Solar apresentou uma maior acurácia dos equipamentos meteorológicos utilizados em relação aos métodos PM (FAO 56) e Hargreaves
The reference evapotranspiration (ETo) is most often obtained in different situations and locations through estimation methods. The failure to find the error of ETo, due to the use of measuring instruments, can conduct research work to unreliable and inconsistent results. Using Hargreaves, Solar Radiation and Penman-Monteith methods, with ETo errors fixed in 1%, 2%, 3%, 4% ,5%, 6%, 7%, 8%, 9% and 10%, determined the accuracy of the instruments necessary to acquire the estimated ETo with the errors cited. The data were obtained in an Automated Weather Station, Vaisala model, of Nova Ponte Hydroelectric Plant, owned by Cemig, located in Araguari River. These values were recorded by the daily-average of each information. The attainment of ETo with errors proposed in this work requires measurement instruments with accuracies for the methods: Hargreaves with air temperature  0.2645% to  2.6335% and Net Radiation  0.0331% to  0, 3315% of solar radiation in air temperature  0.15% to 1.47%, wind speed  0.01% to 0.04%, Relative Humidity  0.14% of the  0,1,43% and Net Radiation  0.02% to  0.23% and the Penman-Monteith with air temperature  0.33% to 3.2%, wind speed  0 ,  10% to 1.00% RH air  0.06% to 0.58% and net radiation between  0.02% to 0.17%. The accuracy obtained will allow the selection of measurement instruments to determine the ETo by the Penman-Monteith, Hargreaves and Solar Radiation methods with pre-established maximum errors. The solar radiation method showned a greater accuracy of meteorological equipment used in the methods PM (FAO 56) and Hargreaves
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Books on the topic "Water balance"

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Hutchison, Ian P. G. Surface water control--Water balance. Littleton, CO: Society of Mining Engineers, 1988.

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1942-, Greden John F., and Tandon Rajiv 1956-, eds. Water balance in schizophrenia. Washington, DC: American Psychiatric Press, 1996.

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Davidson, T. I. Fluid balance. Oxford: Blackwell Scientific, 1987.

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C, Cargeeg G., Water Authority of Western Australia., Centre for Water Research (University of Western Australia), Geological Survey of Western Australia., and Western Australia. Dept. of Conservation and Environment., eds. Perth urban water balance study. Leederville, W.A: Water Authority of Western Australia, 1987.

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Singh, Surjeet. Water balance of Sagar lake. Roorkee: National Institute of Hydrology, 2000.

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L, Kane Douglas, Yang Daqing 1964-, and Workshop on Northern Research Basins Water Balance, eds. Northern research basins water balance. Wallingford, Oxfordshire, UK: International Association of Hydrological Science, 2004.

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Schädler, Bruno. The water balance of Switzerland. Bern: Landeshydrologie und -geologie, 1987.

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Rosborg, Ingegerd, ed. Drinking Water Minerals and Mineral Balance. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-09593-6.

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Rosborg, Ingegerd, and Frantisek Kozisek, eds. Drinking Water Minerals and Mineral Balance. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-18034-8.

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Hinrichsen, Don. Population, water & wildlife: Finding a balance. Washington, D.C: National Wildlife Federation, Population & Environment Program, 2002.

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Book chapters on the topic "Water balance"

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Chow, Y. S., Virendra K. Gupta, Sue W. Nicolson, Harley P. Brown, Vincent H. Resh, David M. Rosenberg, Edward S. Ross, et al. "Water Balance." In Encyclopedia of Entomology, 4153–56. Dordrecht: Springer Netherlands, 2008. http://dx.doi.org/10.1007/978-1-4020-6359-6_2621.

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Cheng, Hwee Ming, and Felicita Jusof. "Water Balance." In Defining Physiology: Principles, Themes, Concepts, 165–76. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0499-6_14.

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Colloff, Matthew J. "Water balance." In Dust Mites, 101–24. Dordrecht: Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2224-0_3.

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Cheng, Hwee Ming. "Water Balance." In Physiology Question-Based Learning, 127–35. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-12790-3_14.

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Lillywhite, Harvey B. "Water Balance." In Encyclopedia of Animal Cognition and Behavior, 1–6. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-47829-6_1077-1.

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Lillywhite, Harvey B. "Water Balance." In Encyclopedia of Animal Cognition and Behavior, 7254–59. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-319-55065-7_1077.

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Ali, M. H. "Field Water Balance." In Fundamentals of Irrigation and On-farm Water Management: Volume 1, 331–72. New York, NY: Springer New York, 2010. http://dx.doi.org/10.1007/978-1-4419-6335-2_7.

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Galle, Sylvie, Joost Brouwer, and Jean-Pierre Delhoume. "Soil Water Balance." In Ecological Studies, 77–104. New York, NY: Springer New York, 2001. http://dx.doi.org/10.1007/978-1-4613-0207-0_5.

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Alsharhan, Abdulrahman S., and Zeinelabidin E. Rizk. "Climatic Water Balance." In Water Resources and Integrated Management of the United Arab Emirates, 177–91. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-31684-6_5.

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Perrier, E. R., and A. B. Salkini. "Water Balance Calculations." In Supplemental Irrigation in the Near East and North Africa, 39–77. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3766-9_3.

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Conference papers on the topic "Water balance"

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Marinov, A. M., M. Pele, E. M. Draghici, G. Vasile, and M. Artimon. "Experimental field research on nitrate balance in agricultural soils." In WATER POLLUTION 2010. Southampton, UK: WIT Press, 2010. http://dx.doi.org/10.2495/wp100161.

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Martin, J., and David Luppnow. "Thickened tailings water balance – dealing with excess water." In 15th International Seminar on Paste and Thickened Tailings. Australian Centre for Geomechanics, Perth, 2012. http://dx.doi.org/10.36487/acg_rep/1263_06_moreno.

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Izenson, Michael G., and Roger W. Hill. "Water Balance in PEM Fuel Cells." In ASME 2002 International Mechanical Engineering Congress and Exposition. ASMEDC, 2002. http://dx.doi.org/10.1115/imece2002-33168.

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Fuel cells based on polymer electrolyte membranes (PEMs) are attractive power sources because they are efficient, non-polluting, and do not rely on non-renewable fossil fuels. Water management is a critical design issue for these fuel cells because the PEM must be maintained at the proper water content to remain ionically conducting without flooding the electrodes. Furthermore, portable PEM power systems should operate at water balance. That is, water losses from the cell should be balanced by the rate of water production from the fuel cell reaction. A portable system that operates at water balance does not require an external supply of water. The rate of water production depends on the cell’s electrochemical characteristics. The rate of water loss depends on the flow rates of reactants and products, transport of water and fuel across the PEM, and the stack operating temperature. This paper presents the basic design relationships that govern water balance in a PEM fuel cell. Specific calculations are presented based on data from hydrogen/air and direct methanol fuel cells currently under development for portable power systems. We will show how the water balance operating point depends on the cell operating parameters and show the sensitivity to off-design conditions.
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Bublaku, S., and A. Beqiraj. "Assessment of water balance for Badovc Lake, Kosovo." In WATER RESOURCES MANAGEMENT 2015. Southampton, UK: WIT Press, 2015. http://dx.doi.org/10.2495/wrm150051.

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Gibney, Richard, George Eliason, Charles Sinclair, and Cheryl Ulrich. "Everglades Restoration -- Progress in the Balance." In World Water and Environmental Resources Congress 2001. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40569(2001)226.

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Philistine, Cynthia L. "International Space Station Water Balance Evolution." In International Conference On Environmental Systems. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2003. http://dx.doi.org/10.4271/2003-01-2692.

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Tobias, Barry, John Garr, and Meghan Erne. "International Space Station Water Balance Operations." In 41st International Conference on Environmental Systems. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2011. http://dx.doi.org/10.2514/6.2011-5150.

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Khire, Milind V., Banafsheh Saghaei, John Daniels, and William Langley. "Water Balance of Coal Ash Ponds." In Geotechnical Frontiers 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480434.043.

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"Drainage flux in water balance models." In 25th International Congress on Modelling and Simulation. Modelling and Simulation Society of Australia and New Zealand, 2023. http://dx.doi.org/10.36334/modsim.2023.cook.

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Walski, Tom. "Energy Balance for a Water Distribution System." In World Environmental and Water Resources Congress 2016. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479865.045.

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Reports on the topic "Water balance"

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Hiergesell, R. A., and K. L. Dixon. Par Pond water balance. Office of Scientific and Technical Information (OSTI), June 1996. http://dx.doi.org/10.2172/468535.

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Garton, Byron. Water Balance Model user’s guide. Engineer Research and Development Center (U.S.), July 2019. http://dx.doi.org/10.21079/11681/33614.

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Stachenfeld, Nina. Hormonal Contraception, Body Water Balance and Thermoregulation. Fort Belvoir, VA: Defense Technical Information Center, July 2001. http://dx.doi.org/10.21236/ada410450.

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Stachenfeld, Nina. Hormonal Contraception, Body Water Balance and Thermoregulation. Fort Belvoir, VA: Defense Technical Information Center, October 2000. http://dx.doi.org/10.21236/ada391575.

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Jones, T. Simulating the water balance of an arid site. Office of Scientific and Technical Information (OSTI), November 1989. http://dx.doi.org/10.2172/7110117.

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Dwyer, Stephen. Water Balance Measurements and Computer Simulations of Landfill Covers. Office of Scientific and Technical Information (OSTI), May 2005. http://dx.doi.org/10.2172/1143346.

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Kees, C. E., L. E. Band, and M. W. Farthing. Effects of Dynamic Forcing on Hillslope Water Balance Models. Fort Belvoir, VA: Defense Technical Information Center, January 2004. http://dx.doi.org/10.21236/ada446725.

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McMordie Stoughton, Kate, Jennifer L. Williamson, Brian K. Boyd, James E. Cabe, Scott A. Brown, Douglas R. Dixon, Douglas B. Elliott, et al. Army Net Zero Water Balance and Roadmap Programmatic Summary. Office of Scientific and Technical Information (OSTI), October 2013. http://dx.doi.org/10.2172/1606018.

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Malhotra, Mini, Sachin Nimbalkar, Kristina Armstrong, Kiran Thirumaran, and Susana Garcia Gonzalez. PLANT WATER PROFILER: A WATER BALANCE AND TRUE COST OF WATER CALCULATOR FOR MANUFACTURING PLANTS. Office of Scientific and Technical Information (OSTI), April 2021. http://dx.doi.org/10.2172/1778088.

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Rockhold, M. L., M. J. Fayer, G. W. Gee, and M. J. Kanyid. Natural groundwater recharge and water balance at the Hanford Site. Office of Scientific and Technical Information (OSTI), January 1990. http://dx.doi.org/10.2172/7068861.

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