Academic literature on the topic 'Qualityof hydrodynamics'
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Journal articles on the topic "Qualityof hydrodynamics"
Huang, Mutao, and Yong Tian. "An Integrated Graphic Modeling System for Three-Dimensional Hydrodynamic and Water Quality Simulation in Lakes." ISPRS International Journal of Geo-Information 8, no. 1 (January 9, 2019): 18. http://dx.doi.org/10.3390/ijgi8010018.
Full textLiu, Bojun, Jun Xia, Libin Yang, Changyong Cui, Linwei Wang, and Tiansheng Li. "Improved dynamic simulation technique for hydrodynamics and water quality of river-connected lakes." Water Supply 20, no. 8 (June 15, 2020): 3752–67. http://dx.doi.org/10.2166/ws.2020.125.
Full textCunha, Cynara De Lourdes da Nobrega, Gabriela Pacheco Corrêa, and Paulo Cesar Colonna Rosman. "A coupled model of hydrodynamics circulation and water quality applied to the Rio Verde reservoir, Brazil." Ambiente e Agua - An Interdisciplinary Journal of Applied Science 13, no. 6 (October 31, 2018): 1. http://dx.doi.org/10.4136/ambi-agua.2244.
Full textVijay, R., P. J. Khobragade, and R. A. Sohony. "Water quality simulation of sewage impacts on the west coast of Mumbai, India." Water Science and Technology 62, no. 2 (July 1, 2010): 279–87. http://dx.doi.org/10.2166/wst.2010.237.
Full textLindenschmidt, Karl-Erich, Jan Rauberg, and Fred B. Hesser. "Extending Uncertainty Analysis of a Hydrodynamic-Water Quality Modelling System using High Level Architecture (HLA)." Water Quality Research Journal 40, no. 1 (February 1, 2005): 59–70. http://dx.doi.org/10.2166/wqrj.2005.005.
Full textGao, Xueping, Shiyao Zhang, Bowen Sun, Na Li, Yongpeng Liu, and Yan Wang. "Assessing the Effects of Restoration Measures on Water Quality in a Large Shallow Reservoir." Sustainability 11, no. 19 (September 27, 2019): 5347. http://dx.doi.org/10.3390/su11195347.
Full textBeven, Keith. "Hydrodynamics and Water Quality." Journal of Environmental Quality 37, no. 5 (September 2008): 1996. http://dx.doi.org/10.2134/jeq2008.0011br.
Full textRojano, Fernando, David Huber, Ifeoma Ugwuanyi, Vadesse Noundou, Andrielle Kemajou-Tchamba, and Jesus Chavarria-Palma. "Net Ecosystem Production of a River Relying on Hydrology, Hydrodynamics and Water Quality Monitoring Stations." Water 12, no. 3 (March 12, 2020): 783. http://dx.doi.org/10.3390/w12030783.
Full textFarahmandpour, Omolbanin, Abdul Kadir Marsono, Parham Forouzani, Masine Md. Tap, and Suhaimi Abu Bakar. "Experimental simulation of tsunami surge and its interaction with coastal structure." International Journal of Protective Structures 11, no. 2 (September 16, 2019): 258–80. http://dx.doi.org/10.1177/2041419619874082.
Full textUeta, Shoji, Natsuki Hosono, Ryusuke Kuroki, and Yosuke Yamashiki. "Numerical Simulation Study of Debris Particles Movement Characteristics by Smoothed Particle Hydrodynamics." Journal of Disaster Research 17, no. 2 (February 1, 2022): 237–45. http://dx.doi.org/10.20965/jdr.2022.p0237.
Full textDissertations / Theses on the topic "Qualityof hydrodynamics"
Денисенко, Владислав Русланович. "Гідродинаміка неоднорідного псевдозрідження." Master's thesis, Київ, 2019. https://ela.kpi.ua/handle/123456789/27646.
Full textThe object of the research: the hydrodynamics during the pulsation fluidization. The subject of the research: quality characteristics of hydrodynamics of nonuniform fluidization during the granulation process. The aim of the work is establishment of the regularities of the process of non-uniform fluidization in the application of pulsation in self-oscillating mode at elevated height of a layer of granular material and development of methods of calculation of industrial machines. Formulated the principle of interaction of a gas continuous medium with a granular material for the realization of jet pulsation mode of fluidization in Zf/H₀≤0,21. Experimentally determined voids in the areas of camera granulator in self-oscillating mode of fluidization when a fivefold excess of the height of the fixed bed height H₀ of the breakdown of the gas jet Zf. Experimentally investigated the influence of the height of granular material at the dynamics of void and the index of mixing in the core zones of the apparatus. The study proves that the granulation process in the application of a nonuniform jet-pulsed fluidization at elevated heights of a layer of granular material leads to intensification of heat and mass transfer processes in 1,6 times in comparison with barbotine.
Объект исследования: гидродинамика при пульсационном псевдоожижении. Предмет исследования: качественные характеристики гидродинамики неоднородного псевдоожижения при грануляции. Целью работы является установление закономерностей процесса неоднородного струйно-пульсационного псевдоожижения в автоколебательном режиме при повышенных высотах слоя зернистого материала и разработка методики расчета промышленных аппаратов для грануляции. Сформулирован принцип взаимодействия газовой сплошной среды с зернистым материалом для реализации струйно-пульсационного режима псевдоожижения при Zf/H₀≤0,21. Экспериментально определено порозности в зонах камеры гранулятора при неоднородном псевдоожижении в автоколебательном режиме при пятикратном превышению высоты неподвижного слоя H₀ высоты пробоя газового факела Zf. Экспериментально исследовано влияние высоты зернистого материала на динамику изменения порозности и индекс перемешивания в базовых зонах аппарата. Подтверждено исследованиями, что процесс грануляции при применении неоднородного струйно-пульсационного псевдоожижения при повышенных высотах слоя зернистого материала приводит к интенсификации тепломассообменных процессов в 1,6 раза в сравнении с барботажним.
Holmvall, Martin. "Nip Mechanics, Hydrodynamics and Print Quality in Flexo Post-Printing." Doctoral thesis, Mittuniversitetet, Institutionen för naturvetenskap, teknik och matematik, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-11347.
Full textChen, Yiping. "Numerical modelling of solute transport processes using higher order accurate finite difference schemes : numerical treatment of flooding and drying in tidal flow simulations and higher order accurate finite difference modelling of the advection diffusion equation for solute transport predictions." Thesis, University of Bradford, 1992. http://hdl.handle.net/10454/4344.
Full textGoodhue, Nigel David. "Hydrodynamic and water quality modelling of the lower Kaituna River and Maketu Estuary /." The University of Waikato, 2007. http://hdl.handle.net/10289/2375.
Full textShojaei, Nasim. "Automatic Calibration of Water Quality and Hydrodynamic Model (CE-QUAL-W2)." PDXScholar, 2014. https://pdxscholar.library.pdx.edu/open_access_etds/1942.
Full textTang, Ling 1963. "Interfacing hydrodynamic and water quality models with the Eulerian-Lagrangian method." Thesis, Massachusetts Institute of Technology, 1998. http://hdl.handle.net/1721.1/9637.
Full textIncludes bibliographical references.
The problem of interfacing hydrodynamic and water quality models is investigated with emphasis on modeling efficiency, accuracy and flexibility. An Eulerian-Lagrangian type of transport model is proposed for interfacing due to its superior simulation efficiency and numerical resolution in advection dominant flows. Comparisons are made between Eulerian models and Eulerian-Lagrangian models through both theoretical analyses and numerical studies of mass conservation and concentration accuracy. A mass conservative model, such as an Eulerian type model, will not necessarily guarantee concentration accuracy. As part of this research, a three dimensional EulerianLagrangian transport model (ELM3D) is developed and validated. The interfacing efficiency of ELM3D is demonstrated through a series of numerical tracer studies simulating the future outfall in Massachusetts Bay. Comparison against a traditional Eulerian model, ECOMsi, shows that an Eulerian-Lagrangian interfacing with a proper mass correction technique, such as total mass scaling, can serve as an efficient transport tool, which is more robust than conventional Eulerian Models in dealing with advection dominant flows.
by Ling Tang.
Ph.D.
Hashim, Noor Baharim. "Watershed, hydrodynamic, and water quality models for total maximum daily load St. Louis Bay watershed Mississippi." Diss., Mississippi State : Mississippi State University, 2001. http://library.msstate.edu/etd/show.asp?etd=etd-04102001-154624.
Full textNitsche, N. C. "Assessment of a hydrodynamic water quality model, DUFLOW, for a winter rainfall river." Thesis, Stellenbosch : Stellenbosch University, 2000. http://hdl.handle.net/10019.1/51624.
Full textENGLISH ABSTRACT: The Berg River is one of the largest rivers in the winter rainfall area of the Western Cape and is one of the most important water supply sources of the area. The Riviersonderend-Berg system needs to be expanded in order to meet increasing water demands of the Greater Cape Town (GCT) region. The implementation of future schemes will remove additional fresh water from the Berg River main stem, which will give rise to increased nutrient levels and higher salinity in the water. A water quality information system (WQIS) has been proposed to benefit the management of water resources, the flow quantity and the quality of the water. A part of this WQIS will be a water-quality simulation model that characterizes the water quality situation and is able to predict water quality responses to future implementations, as well as simulate different scenarios that can be used for management purposes. The objective of this study is to represent the water quality situation of the Berg River in a simulation model by implementing, testing and verifying a water quality simulation model, and assembling a hydraulic and water quality database suitable to meet foregoing objectives. This study firstly examined the water quality variables of concern: pH, Total Dissolved Salts (TDS) and phosphates to develop an understanding of the water quality responses and causes of the main stem of the Berg River system. A thorough review of the available models has been undertaken in the light of certain selection criteria, before determining that DUFLOW would be an acceptable model for this study. The water quality variables that have been modelled are TDS, Phosphates as P04, Oxygen and Temperature. As no predefined module simulating temperature, TDS and COD was included; these algorithms, describing the processes of these water quality variables have been additionally coded. The coding was possible, as DUFLOW' s water quality module consists of an open structure. The predefined water quality module was simplified to only include the water quality process algorithms, for water quality variables where data was available. Unfortunately, phosphates were mainly simulated on advection, and the influence of all the additional processes could not be assessed. All data gathering and preparation for the model had to be completed before commencing the model configuration. This included information on cross-sections, historical flow records, bridges and weirs for the hydraulic component ofDUFLOW. For the water quality module, information on historical grab samples has been obtained and 'infilled' to provide daily time series. To simulate the water quality in a river as accurately as possible, the flow simulation needs to be accurate. Ungauged subcatchment runoff was added to the simulation model to improve the correspondence between the simulated and the measured flow. Calibration of the water quality part of DUFLOW was completed by adjusting the different parameters after a sensitivity analysis. The model was verified by using a different time period than for the configuration, to ensure that an independent data set has been used. After configuring, calibrating and verifying the model, the applicability of the model could be tested for different scenario runs. Three scenarios were chosen according to real situations: • a short term effluent spill, with and without water releases from an upstream source (either Skuifraam Dam or Voëlvlei Dam); • the impact on the flow and water quality situation of the river when an upstream dam is built; • a long term management control scenario, that analyses load or concentration releases into the river according to limitations upstream and downstream of the discharge location. The scenario analysis provides an opportunity to assess the applicability of DUFLOW to simulate real time management and operational issues in a river and to aid in management decisions.
AFRIKAANSE OPSOMMING: Die Bergrivier is een van die grootste riviere in die winterreënvalgebied van die Weskaap en is een van die mees belangrike waterverskaffingsbronne in die area. Die Riviersonderend-Bergrivier-stelsel moet uitgebrei word om aan die groeiende waterbehoefte van die groter Kaapse Metropolitaanse Area te voldoen. Die implementering van toekomstige skemas sal addisionele vars water uit die hoof-loop van die Bergrivier onttrek, wat tot hoër voedingstof-vlakke en soutgehalte in die water sal lei. 'n Waterkwaliteitsinformasiestelsel (WQIS) sal van nut wees om die vloei-omvang en waterkwaliteit van waterbronne te bestuur. 'n Deel van die WQIS sal 'n waterkwaliteit-simulasiemodel wees, wat die waterkwaliteitsituasie sal kan ontleed, waterkwaliteit-reaksies op toekomstige implementerings kan voorspel, asook verskeie scenarios vir bestuursdoeleindes kan simuleer. Hierdie studie behandel spesifiek die waterkwaliteitsveranderlikes pH, totale opgeloste soute, fosfate, temperatuur en suurstof om 'n begrip te ontwikkel van die waterkwaliteitsreaksies en oorsake van die hoofloop van die Bergriviersisteem. Die doelwit van hierdie studie is om die waterkwaliteitsituasie van die Bergrivier uit te beeld deur die implementering, toets en kalibrasie van 'n waterkwaliteit-simulasie model, asook die insameling van hidrouliese- en waterkwaliteitsdata om aan bogenoemde doelwitte te voldoen. 'n Reeks beskikbare modelle is deeglik ondersoek voordat besluit is dat die DUFLOW model 'n gepaste model vir hierdie spesifieke studie is. Die keuse was gebaseer op spesifieke vereistes wat as belangrik beskou is deur potensiële bestuursgeorienteerde gebruiksgroepe. Die waterkwaliteitsveranderlikes wat gemodelleer is, is totale opgeloste soute, fosfate as P04, suurstof en temperatuur. Omdat geen voorgegewe temperatuur-, TDS- en COD modules in die model ingesluit is nie, is die algoritmes wat die prosesse van hierdie waterkwaliteitsveranderlikes beskryf, addisioneel gekodeer. Die kodering is moontlik gemaak deur die oop struktuur van DUFLOW se waterkwaliteitsmodule. Die voorgegewe waterkwaliteitsmodule is vereenvoudig om alleenlik die waterkwaliteit proses-algoritmes in ag te neem wanneer data vir waterkwaliteitsveranderlikes beskikbaar was. Ongelukkig is die fosfate hoofsaaklik op beweging gesimuleer, en die invloed van alle addisionele prosesse kon nie getoets word nie. Alle data-insameling en -voorbereidings vir die model moes voltooi word, voordat begin kon word met die opstel van die simulasie-model. Dit het inligting oor dwarssnitte, historiese vloeirekords, brik en keerwalle vir die hidrouliese komponent van DUFLOW ingesluit. Vir die waterkwaliteitsmodule is inligting van historiese bemonstering verkry en ingevulom 'n daaglikse tydreeks te verkry. Om die water-kwaliteit van 'n rivier so akkuraat as moontlik te simuleer, moet die vloei-simulasie redelik akkuraat wees. Ongemete sub-opvanggebied afloop is bygetel om die korrelasie tussen die gesimuleerde en gemete vloei te verbeter. Kalibrasie van die waterkwaliteitmodule van DUFLOW is voltooi deur die verskillende parameters te verstel na 'n sensitiwiteits-analise. Die model is geverifieer deur 'n ander tydperiode as die vir die opstel te gebruik, om sodoende te verseker dat Inonafhanklike data stel gebruik word. Na die opstel, kalibrasie en verifiering van die model, kon dit toegepass word vir verskillende bestuursscenanos. Drie scenarios is na aanleiding van werklike situasies gekies: 'n korttermyn uitvloeisel storting-situasie met en sonder loslatings van 'n stroomop bron (Of Skuifraamdam Of Voëlvleidam), die impak op die vloei- en waterkwaliteitsituasie van die rivier sou 'n dam stroomop gebou word. 'n langtermyn bestuurs-scenario waarin die lading en konsentrasies, veroorsaak deur die loslatings vanuit die dam na die rivier, ontleed word na aanleiding van beperkings stroomop en -af van die loslatingsplek. Die analise van die scenarios verskaf 'n geleentheid om die toepaslikheid van DUFLOW te ondersoek om werklike operasionele aangeleenthede te simuleer en om sodoende bestuursbesluite te vergemaklik.
Qian, Aiguo, and 乾愛國. "Three-dimensional modelling of hydrodynamics and tidal flushing in Deep Bay." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B29799004.
Full textTakkouk, Saddek. "Applications of hydrodynamic and water quality models to the Sau and Boadella Reservoirs." Doctoral thesis, Universitat de Girona, 2011. http://hdl.handle.net/10803/31853.
Full textThe aim of this work is to have an idea about the behaviour of Sau and Boedella reservoirs in term of hydrodynamic and water quality, the models applied for are Dynamic simulation model DYRESM and water quality model CAEDYM.
En la tesi s'ha aplicat el model de qualitat de l'aigua DYREM-CAEDYM als embassaments de Sau i Boadella. Els models de qualitat de l'aigua són capaços de predir l'evolució física, química i biològica dels embassaments. Un cop inicialitzats i calibrats ens poden donar informació de com evolucionarà, per exemple, el fòsfor dissolt i les poblacions d'algues. Per funcionar, aquests models necessiten nodrir-se diàriament amb dades meteorològiques com ara la radiació solar, la velocitat del vent o les precipitacions, les quals es poden obtenir d'estacions meteorològiques properes als embassaments. També calen dades biològiques que han estat facilitades per diferents persones i organismes com el Departament d'Ecologia de la Universitat de Barcelona i l'Agència Catalana de l'Aigua. Aquests models no són fàcils de manejar i el primer que s'ha de fer és estudiar-ne la seva aplicabilitat. Concretament, cal saber si poden ser d'una dimensió o en cal un nombre superior. Això es fa comprovant l'evolució de diferents nombres adimensionals, com per exemple els de Wedderburn i Burger. Un cop calibrat, el model DYRESM-CAEDYM prediu -molt bé- l'evolució de la temperatura i -bastant bé- la de l'oxigen dissolt, sobretot a l'embassament de Sau,indicant la presència de zones anòxiques al fons. La tendència en l'evolució del fòsfor dissolt també s'hi veu ben reflectida. En canvi, les simulacions de la clorofila-a, indicativa de les algues, no són tan acurades ja que depenen de molt factors, alguns dels quals no queden prou reflectits en el model. L'objectiu final de la tesi és poder millorar la gestió dels embasaments indicant, per exemple, quina és la fondària òptima d'extracció de l'aigua.
Books on the topic "Qualityof hydrodynamics"
Ji, Zhen-Gang. Hydrodynamics and Water Quality. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2017. http://dx.doi.org/10.1002/9781119371946.
Full textC, McCutcheon Steve, and Schottman Robert W, eds. Hydrodynamics and transport for water quality modeling. Boca Raton: Lewis Publishers, 1999.
Find full textJi, Zhen-Gang. Hydrodynamics and water quality: Modeling rivers, lakes, and estuaries. Hoboken, N.J: Wiley-Interscience, 2008.
Find full textJi, Zhen-Gang. Hydrodynamics and water quality: Modeling rives, lakes, and estuaries. Hoboken, N.J: Wiley, 2008.
Find full textCousins, Mischa. Water quality and hydrodynamics of the Moore River estuary and surrounds December 1998 - February 2002: Synthesis report to the community. East Perth, W.A: Water and Rivers Commission, 2003.
Find full textDoneker, Robert L. Expert system for hydrodynamic mixing zone analysis of conventional and toxic submerged single port discharges (CORMIX1). Athens, GA: Environmental Research Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, 1990.
Find full textSullivan, Annett B. Modeling hydrodynamics, temperature, and water quality in Henry Hagg Lake, Oregon, 2000-03. Portland, Or: U.S. Geological Survey, 2005.
Find full textSullivan, Annett B. Modeling hydrodynamics, temperature, and water quality in Henry Hagg Lake, Oregon, 2000-03. Portland, Or: U.S. Geological Survey, 2005.
Find full textHoltschlag, David J. An initial investigation of multidimensional flow and transverse mixing characteristics of the Ohio River near Cincinnati, Ohio. Reston, Va: U.S. Dept. of the Interior, U.S. Geological Survey, 2009.
Find full textHoltschlag, David J. An initial investigation of multidimensional flow and transverse mixing characteristics of the Ohio River near Cincinnati, Ohio. Reston, Va: U.S. Dept. of the Interior, U.S. Geological Survey, 2009.
Find full textBook chapters on the topic "Qualityof hydrodynamics"
Scotton, Paolo, Stefano De Toni, and Catia Monauni. "Main Features of Watercourses' Hydrodynamics." In Water Quality Measurements, 33–45. Chichester, UK: John Wiley & Sons, Ltd, 2006. http://dx.doi.org/10.1002/0470863781.ch3.
Full textLung, Wu-Seng. "Integrating Hydrodynamic and Water Quality Models." In Water Quality Modeling, 157–74. New York: CRC Press, 2021. http://dx.doi.org/10.1201/9781003208969-7.
Full textKrohn, Joachim, and Kurt C. Duwe. "Mathematical Modelling of Hydrodynamics in the Elbe Estuary." In Estuarine Water Quality Management, 35–40. Berlin, Heidelberg: Springer Berlin Heidelberg, 1990. http://dx.doi.org/10.1007/978-3-642-75413-5_4.
Full textGanoulis, J. G. "Hydrodynamic Dispersion in Model Porous Media." In Groundwater Flow and Quality Modelling, 215–26. Dordrecht: Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-2889-3_14.
Full textKrohn, Joachim, and Kurt C. Duwe. "Mathematical modelling of hydrodynamics in the Elbe estuary." In Estuarine Water Quality Management Monitoring, Modelling and Research, 35–40. Washington, D. C.: American Geophysical Union, 1990. http://dx.doi.org/10.1029/ce036p0035.
Full textTabios III, Guillermo Q. "Hydrodynamic and Water Quality Modeling for Bays and Lakes." In World Water Resources, 211–52. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-25401-8_7.
Full textChau, K. W., Chuntian Cheng, Y. S. Li, C. W. Li, and O. Wai. "An Intelligent Knowledge Processing System on Hydrodynamics and Water Quality Modeling." In Developments in Applied Artificial Intelligence, 670–79. Berlin, Heidelberg: Springer Berlin Heidelberg, 2002. http://dx.doi.org/10.1007/3-540-48035-8_65.
Full textSokolova, Ekaterina, Thomas J. R. Pettersson, Olof Bergstedt, and Malte Hermansson. "Hydrodynamic Modelling of Microbial Water Quality in a Drinking Water Source." In Urban Environment, 517–26. Dordrecht: Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-7756-9_46.
Full textZhu, Yuliang, Juan Yang, Jialing Hao, and Hongyan Shen. "Numerical Simulation of Hydrodynamic Characteristics and Water Quality in Yangchenghu Lake." In Advances in Water Resources and Hydraulic Engineering, 710–15. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-89465-0_125.
Full textEl-Naggar, Naglaa A., and Ahmed E. Rifaat. "Hydrodynamic and Water Quality Modeling of Lake Mariout (Nile Delta, Northern Egypt)." In The Handbook of Environmental Chemistry, 241–63. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/698_2017_132.
Full textConference papers on the topic "Qualityof hydrodynamics"
Yen, Gour-Tsyh, Hua Shan, Gordon Hu, and Tien-Shuenn Wu. "An Integrated Model of Hydrodynamics and Water Quality Transport." In 10th International Conference on Estuarine and Coastal Modeling. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40990(324)29.
Full textFernandez-Martinez, Victoria J., and Qizhong Guo. "Water Quality Design Storms for Stormwater Hydrodynamic Separators." In World Environmental and Water Resources Congress 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41036(342)163.
Full textTung, Ryan C., Anirban Jana, Arvind Raman, and Hartono Sumali. "Hydrodynamic Damping of Microcantilevers Oscillating Near Solid Walls at Low Knudsen Numbers." In ASME 2008 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/detc2008-49792.
Full textChergui, T., A. Bouhadjar, Abd Boualit, M. Lebbi, L. Bonoutina, and S. Larbi. "Improved thermo-hydrodynamic field quality in the solar chimneys." In 2015 6th International Renewable Energy Congress (IREC). IEEE, 2015. http://dx.doi.org/10.1109/irec.2015.7110972.
Full textCHIEN, NGUYEN QUANG, and TAN SOON KEAT. "QUADTREE MESH FOR COMBINED HYDRODYNAMIC AND WATER QUALITY MODELLING." In Proceedings of the 5th International Conference on APAC 2009. World Scientific Publishing Company, 2009. http://dx.doi.org/10.1142/9789814287951_0077.
Full textJi, Zhen-Gang, Michael R. Morton, and John H. Hamrick. "Modeling Hydrodynamic and Water Quality Processes in a Reservoir." In Eighth International Conference on Estuarine and Coastal Modeling. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40734(145)38.
Full textRodriguez, Hugo N., Ben Cope, and Steven J. Peene. "Hydrodynamic and Water Quality Modeling of Ward Cove, Alaska." In Eighth International Conference on Estuarine and Coastal Modeling. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40734(145)39.
Full textAndoh, Robert Y. G., Stephen P. Hides, and Adrian J. Saul. "Improving Water Quality Using Hydrodynamic Vortex Separators and Screening Systems." In Ninth International Conference on Urban Drainage (9ICUD). Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40644(2002)3.
Full textPeng, Wenqiang, Chaoliang Guan, and Shengyi Li. "Surface quality of silicon wafer improved by hydrodynamic effect polishing." In 7th International Symposium on Advanced Optical Manufacturing and Testing Technologies (AOMATT 2014), edited by Li Yang, Eric Ruch, and Shengyi Li. SPIE, 2014. http://dx.doi.org/10.1117/12.2068621.
Full textHan, Xiao, and Ning Zhang. "Impacts of Industrial Fresh Water Withdrawals on Calcaiseu Lake Hydrodynamics and Salinity Concentration." In ASME 2016 Fluids Engineering Division Summer Meeting collocated with the ASME 2016 Heat Transfer Summer Conference and the ASME 2016 14th International Conference on Nanochannels, Microchannels, and Minichannels. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/fedsm2016-7902.
Full textReports on the topic "Qualityof hydrodynamics"
Chapman, Ray, Phu Luong, Sung-Chan Kim, and Earl Hayter. Development of three-dimensional wetting and drying algorithm for the Geophysical Scale Transport Multi-Block Hydrodynamic Sediment and Water Quality Transport Modeling System (GSMB). Engineer Research and Development Center (U.S.), July 2021. http://dx.doi.org/10.21079/11681/41085.
Full textBunch, Barry W., Carl F. Cerco, Mark S. Dortch, Billy H. Johnson, and Keu W. Kim. Hydrodynamic and Water Quality Model Study of San Juan Bay Estuary. Fort Belvoir, VA: Defense Technical Information Center, April 2000. http://dx.doi.org/10.21236/ada378533.
Full textShojaei, Nasim. Automatic Calibration of Water Quality and Hydrodynamic Model (CE-QUAL-W2). Portland State University Library, January 2000. http://dx.doi.org/10.15760/etd.1941.
Full textVan Glubt, Sarah. Hydrodynamic and Water Quality Modeling of the Chehalis River Using CE-QUAL-W2. Portland State University Library, January 2000. http://dx.doi.org/10.15760/etd.5370.
Full textCervarich, Amory. CE-QUAL-W2 Hydrodynamic and Water Quality Model of the Cedar River Municipal Watershed. Portland State University Library, January 2000. http://dx.doi.org/10.15760/etd.7397.
Full textDortch, Mark S., Carl F. Cerco, Donald L. Robey, H. L. Butler, and Billy H. Johnson. Work Plan for Three-Dimensional Time-Varying, Hydrodynamic and Water Quality Model of Chesapeake Bay. Fort Belvoir, VA: Defense Technical Information Center, August 1988. http://dx.doi.org/10.21236/ada199326.
Full textJensen, Tel. Chehalis River and Tributary Water Quality and Hydrodynamic Modeling: Model Setup, Calibration Analysis for 2013-2015. Portland State University Library, April 2020. http://dx.doi.org/10.15760/etd.7306.
Full textCook, Chris B., Marshall C. Richmond, Andre M. Coleman, Cynthia L. Rakowski, P. Scott Titzler, and Matthew D. Bleich. Numerically Simulating the Hydrodynamic and Water Quality Environment for Migrating Salmon in the Lower Snake River. Office of Scientific and Technical Information (OSTI), June 2003. http://dx.doi.org/10.2172/15003970.
Full textARMY ENGINEER DISTRICT OMAHA NE. Application of the CE-QUAL-W2 Hydrodynamic and Water Quality Model to Garrison Reservoir, North Dakota. Fort Belvoir, VA: Defense Technical Information Center, November 2008. http://dx.doi.org/10.21236/ada635419.
Full textARMY ENGINEER DISTRICT OMAHA NE. Application of the CE-QUAL-W2 Hydrodynamic and Water Quality Model to Fort Peck Reservoir, Montana. Fort Belvoir, VA: Defense Technical Information Center, November 2009. http://dx.doi.org/10.21236/ada635422.
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