Dissertations / Theses on the topic 'Qualityof hydrodynamics'
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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.
Boegman, Leon. "Application of a two-dimensional hydrodynamic and water quality model to Lake Erie." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0005/MQ46066.pdf.
Full textVan, Glubt Sarah. "Hydrodynamic and Water Quality Modeling of the Chehalis River Using CE-QUAL-W2." PDXScholar, 2017. https://pdxscholar.library.pdx.edu/open_access_etds/3486.
Full textPark, Kyeong. "A model study of hydrodynamic and water quality characteristics of the Rappahannock Estuary, Virginia." W&M ScholarWorks, 1993. https://scholarworks.wm.edu/etd/1539616803.
Full textHammond, Andrew Jesse. "Hydrodynamic and Water Quality Simulation of Fecal Coliforms in the Lower Appomattox River, Virginia." Thesis, Virginia Tech, 2004. http://hdl.handle.net/10919/10126.
Full textMaster of Science
Heller, Winfried. "Hydro-dynamic effects with particular consideration of water quality and their measurement methods." Doctoral thesis, Tönning; Lübeck; Marburg : Der Andere Verl, 2005. http://deposit.ddb.de/cgi-bin/dokserv?idn=979397405.
Full textJohn, V. Chandy. "Development and application of linked hydrodynamic-water quality models for small lakes, reservoirs, and tidal inlets." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/NQ31528.pdf.
Full textObregon, Oliver. "Evaluating Climate Change Effects in Two Contrasting Reservoirs Using Two-Dimensional Water Quality and Hydrodynamic Models." BYU ScholarsArchive, 2012. https://scholarsarchive.byu.edu/etd/3094.
Full textMcCulloch, Andrew John. "Developing and Calibrating the Hydrodynamic and Water Quality Model CE-QUAL-W2 for Banks Lake Washington." PDXScholar, 2011. https://pdxscholar.library.pdx.edu/open_access_etds/180.
Full textAl, Murib Muhanned. "Hydrodynamic and Water Quality Modeling of the Tigris River System in Iraq Using CE-QUAL-W2." PDXScholar, 2018. https://pdxscholar.library.pdx.edu/open_access_etds/4230.
Full textYan, Yinzhou. "High-quality laser machining of alumina ceramics." Thesis, University of Manchester, 2012. https://www.research.manchester.ac.uk/portal/en/theses/highquality-laser-machining-of-alumina-ceramics(3dd60fb6-5bda-4cc9-8f00-f49b170ca6aa).html.
Full textAl-Zubaidi, Hussein Ali Mahdi. "3D Hydrodynamic, Temperature, and Water Quality Numerical Model for Surface Waterbodies: Development, Verification, and Field Case Studies." PDXScholar, 2018. https://pdxscholar.library.pdx.edu/open_access_etds/4500.
Full textVisser, Alwyn Jacobus Christiaan. "Real-time management of river systems by using a hydrodynamic model with optimisation." Thesis, Stellenbosch : University of Stellenbosch, 2010. http://hdl.handle.net/10019.1/5438.
Full textENGLISH ABSTRACT: In this research a Real-Time hydrodynamic optimisation model of the Orange-Fish-Sundays River (OFS) system which uses real-time data in order to forecast release hydrographs, is evaluated. The OFS system stretches over three catchment areas in the Eastern Cape namely Great Fish, Little Fish and Sundays Rivers. The OFS supplies water from the Orange River through a 800 km system of canals, tunnels, dams and rivers to registered water users in this area. In order to cope with increasing pressures on water saving, water demand, water quality and dam safety, the Department of Water Affairs implemented this Orange Fish Sundays-Real Time (OFS-RT) system to calculate the optimal water flow, by running customised Danish Hydraulic Institute (DHI) MIKE11 software. The system utilizes an optimisation module that evaluates the simulated outcome at seven water release structures (dams, weirs and tunnels). Then during the optimisation process performs more adjustments to reach the objectives of the system to obtain the forecast release hydrographs. This OFS-RT model aims at target based objectives, using: (i) Hydras real-time field data of dam water levels, river flows and water quality from the area sent to the control office main computer at four hourly intervals via SMS and (ii) abstractors weekly water requests. This system takes irrigation and domestic demand into account as well as water quality, evaporation, rainfall, dam levels, dam safety, instream flow requirements and tributary flow. In order to manage the water flows through the OFS system the OFS-RT model forecasts the release hydrographs and uploads the predictions to a website to smooth operational procedures. The target outcomes were tested and evaluated during this research and it was found that the OFS- RT model succeeded in delivering release forecasts for the seven control structures to manage the OFS system. This research proved that management of river systems by using a real-time hydrodynamic model with optimisation is a useful tool for the optimal utilisation of water resources.
AFRIKAANSE OPSOMMING: Die doel van hierdie navoring is die evaluering van „n intydse hidrodinamiese optimiseringsmodel van die Oranje-Vis-Sondagsrivier (OVS) stelsel wat intydse data ontvang en loslatings hidrograwe verskaf. Die OVS stelsel strek oor drie opvangsgebiede in die Oos-Kaap: naamlik die Groot Vis-, Klein Vis- en Sondagsriviere en voorsien water vanuit die Oranjerivier deur „n 800 km stelsel van kanale, tonnels, damme en riviere, aan geregistreerde waterverbruikers in die gebied. Ten einde te voldoen aan die eise van waterbesparings, stygende vraag na water, die verskaffing van goeie water gehalte en damveiligheid, het die Departement van Waterwese „n intydse rekenaar model (OVS-IT) geïmplimenteer om die optimale watervloei deur middel van die aangepaste MIKE11 sagteware van die Danish Hydraulic Institute (DHI) te bereken. Hierdie stelsel maak gebruik van „n optimisering module wat die gesimuleerde uitkomste van verstellings aan sewe waterloslatingstrukture evalueer. Met optimisering word die verlangde hidrograaf deur verder aanpassings verkry. Data wat nodig is om die OVS-IT model se doel te bereik is: (i) Hydras intydse velddata van damwatervlakke, riviervloeie en water gehalte van die gebied ontvang deur die beheerkantoor se hoofrekenaar via SMS elke vier ure, en (ii) water verbruikers se weeklikse wateraanvrae Die stelsel neem die besproeiing en huishoudelike aanvraag in ag, sowel as soutgehalte, verdamping, reënval, damvlakke, dam veiligheid, stroom vloei vereistes en sytak byvloei. Die OVS se watervloei word beheer deur voorspelde loslatings hidrograwe, opgesom op „n webwerf wat die uitvoer prosedures aandui. Die intydse hidrodinamiese model met optimisering het volgens hierdie navorsing daarin geslaag om vir die beheer van die OVS stelsel, die loslatings van sewe beheerstrukture akkuraat te voorspel en bevind dat die model „n waardevolle instrument is vir die optimale bestuur van waterhulpbronne.
Xu, Wenwei. "Development of a Steady-State River Hydrodynamic and Temperature Model Based on CE-QUAL-W2." PDXScholar, 2014. https://pdxscholar.library.pdx.edu/open_access_etds/1619.
Full textHuber, Anita. "Internal mixing in a mine lake /." Connect to this title, 2006. http://theses.library.uwa.edu.au/adt-WU2007.0103.
Full textLI, ZHIWEI. "NETWORK WATER QUALITY MODELING WITH STOCHASTIC WATER DEMANDS AND MASS DISPERSION." University of Cincinnati / OhioLINK, 2006. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1147989825.
Full textHuber, Anita. "Internal mixing in a mine lake." University of Western Australia. School of Environmental Systems Engineering, 2007. http://theses.library.uwa.edu.au/adt-WU2007.0103.
Full textVirtanen, M. (Markku). "Mathematical modelling of flow and transport as link to impacts in multidiscipline environments." Doctoral thesis, University of Oulu, 2009. http://urn.fi/urn:isbn:9789514292002.
Full textLefebvre, Karine. "Diagnostic et quantification des flux nappe - rivière : modélisations hydrodynamique et géochimique du bassin versant de l'Yvette amont (France)." Thesis, Université Paris-Saclay (ComUE), 2015. http://www.theses.fr/2015SACLS152/document.
Full textIn the peri-urban context with large farm practices of the Paris region, anthropogenic pressures on streams and rivers impact both their flow and quality. Located in the southwestern of Paris, the Yvette stream drains a watershed of 202 km², in a homogeneous geological context. The stream is sustained by waste water treatment plant (WWTP) and by the Fontainebleau sands aquifer which represents the main source of water.In this context, the sustainable management of the stream and its riparian zones needs the assessment of groundwater discharge locations and chemistry, and their impact on the stream water quality.Water fluxes in the stream and in its main tributaries have been recorded at 11 stations. Dissolved elements distributions have been studied by field works in low-flows conditions. A lumped model, calibrated with stream flow hydrographs, has allowed (i) the estimation of groundwater recharge rates (60 – 160 mm.y-1) and (ii) the distribution of stream flow contributions between 2001 and 2014 (i.e. 55 % from groundwater, 38 % from runoff and 8 % from WWTP). Moreover, the use of geochemical and isotopic tracers (e.g. Cl-, NO3-, SO42-, 222Rn, δ18Owater, δ2Hwater) confirmed the large impact of groundwater on stream flow and quality.The hydrological dynamics of the Yvette stream and its tributaries are similar because of the homogeneity of the geomorphological context of the catchment. The flood events are really fast (on the order of hours) and low-flow conditions can be observed in every season. The discretization of the Yvette catchment in 11 sub-watersheds highlighted a divergence between the topographical and hydrogeological catchments. This generates a water deficit in some tributaries heads (e.g. Mérantaise, Ru des Vaux) in favor of some others (e.g. Rhodon). The matching limits of these catchments can only be made on the Yvette channel. During the 2001 – 2014 period, considering a fairly constant WWTP contribution, the groundwater discharge provides more than 90 % of the stream flow during low-flow conditions. This highlights a stream quality dominated by groundwater discharge. However, groundwater chemistry largely varies over the catchment. To study this phenomenon, a small-scale field work has been directed on the Rhodon stream, a main tributary of the Yvette River. At this scale, the groundwater discharge appeared to have two main pathways: 15 % come from the streambed while 85 % transit in wetlands before going to the stream. Within these wetlands, a large part of groundwater flows at the surface and has high levels of nutrients, whereas a small part (6 %) goes through sediments and is nutrients free. reduces The purifying power of these wetlands, significantly reduced by this distribution, is likely related to historical drainage and reinforces the direct connection between the stream and groundwater quality. On the Yvette catchment, the stratification of groundwater chemistry is due to several recharge processes (e.g. pond water infiltration, WWTP effluents infiltration, wetlands water infiltration). Small sub-watersheds (< 50 km²) seem to be dominated by (i) this stratification, and (ii) the WWTP discharges which can contribute from 30 % to 50 % to dissolved fluxes in the streams. The main channel of the Yvette stream primarily depends of the mixing of its tributaries waters. The methods developed here allowed highlighting (i) differences of catchment functioning according to the scale used, and (ii) the utmost importance of the small-scale assessment to understand/decipher and manage streams at larger scales
McKillip, Michael Lee. "Coupling the Hydrodynamic and Water Quality Model CE-QUAL-W2 With a Multi-Trophic Fish Bio-Energetics Model for Lake Roosevelt, Washington." PDXScholar, 2008. https://pdxscholar.library.pdx.edu/open_access_etds/3078.
Full textCastro, Marcelo Mendes de. "Modelação matemática de lagos e reservatórios: caso do Reservatório Billings." Universidade de São Paulo, 2010. http://www.teses.usp.br/teses/disponiveis/3/3147/tde-18082010-165433/.
Full textNumerical models are strong tools to evaluate the fate of pollutants in lakes and reservoirs under transient conditions. This article brings the steps employed for preparation and implementation of a hydrodynamic 2DH model to simulate water quality variables in shallow or polymitc lakes. Description of the adaptation and implementation of IPH-ECO model process, compiling and setting of the hydrological and constituent loadings, spatial and temporal discretization and selection of control points are demonstrated and discussed. Some results of model calibration for Billings Reservoir, Sao Paulo, Brazil, are also presented.
Lemos, Wictor Edney Dajtenko. "PrevisÃo climÃtica sazonal do regime tÃrmico e hidrodinÃmico de reservatÃrio." Universidade Federal do CearÃ, 2015. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=14582.
Full textA dinÃmica dos processos relacionados à qualidade da Ãgua em reservatÃrios à funÃÃo da sua morfologia, da aÃÃo das variÃveis meteorolÃgicas e das afluÃncias e defluÃncias, em maior grau. Prever o comportamento hidrodinÃmico de reservatÃrios e o impacto causado por mudanÃas ou variabilidades na forÃante meteorolÃgica à essencial ao gerenciamento da qualidade da Ãgua e foi o objetivo principal desta tese. Para tanto foram utilizados modelos climÃticos, hidrolÃgicos, hidrodinÃmicos e de balanÃo de energia, em cascata. O comportamento da hidrodinÃmica resultante da modelagem mostrou resultados consonantes com reservatÃrios de regiÃes tropicais, representando os padrÃes diÃrios de circulaÃÃo e a formaÃÃo de estratificaÃÃes tÃrmicas no reservatÃrio modelado. As principais variaÃÃes hidrodinÃmicas sazonais puderam ser modeladas, ainda que com um alto Ãndice de incerteza. Foi realizado um monitoramento no reservatÃrio Pereira de Miranda que forneceu meios para dar inÃcio ao ciclo de modelagem e monitoramento integrado. Foi apresentada a tÃcnica de downscaling dinÃmico para a obtenÃÃo das variÃveis meteorolÃgicas de previsÃo regionalizadas, demostrando algumas possibilidades de aplicaÃÃo dos resultados dos modelos climÃticos na modelagem hidrodinÃmica de reservatÃrios, indispensÃvel na modelagem da qualidade da Ãgua. Os resultados mostraram a possibilidade de calibraÃÃo e validaÃÃo do modelo hidrodinÃmico CE-QUAL-W2 com o uso de dados de reanÃlise atmosfÃrica, aplicaÃÃo de tÃcnicas de previsÃo climÃtica na avaliaÃÃo e previsÃo dos padrÃes hidrodinÃmicos de reservatÃrios e a necessidade de um sistema de monitoramento como subsidiÃrio de informaÃÃes relevantes à modelagem, no sentido de melhorar os sistemas existentes e aumentar o nÃvel de conhecimento sobre a dinÃmica de reservatÃrios localizados no semiÃrido.
The dynamics of water quality related processes in reservoirs is a function of its morphology, the action of meteorological variables and defluÃncias inflows and, to a greater extent. Predict the hydrodynamic behavior of reservoirs and the impact of changes or variability in weather forcing is essential to the management of water quality and was the main objective of this thesis. Therefore, we used climate models, hydrological, hydrodynamic and energy balance in cascade. The behavior of the resulting hydrodynamic modeling showed results in line with tropical reservoirs, representing the daily patterns of movement and the formation of thermal stratification in modeled reservoir. The main hydrodynamic seasonal variations could be modeled, albeit with a high level of uncertainty. Monitoring on a Miranda Pereira reservoir that provided a means to begin the modeling and integrated monitoring cycle was performed. The dynamic downscaling technique to obtain the meteorological variables of regionalized forecast was presented, showing some application possibilities of the results of climate models in hydrodynamic modeling of reservoirs, essential in modeling of water quality. The results showed the possibility of calibration and validation of the hydrodynamic model CE-QUAL-W2 using atmospheric reanalysis data, application of climate prediction techniques in assessing and predicting the hydrodynamic patterns of tanks and the need for a monitoring system as Subsidiary information relevant to modeling, to improve existing systems and increase the level of knowledge about the dynamics of reservoirs located in the semiarid.
Bierlein, Kevin Andrew. "Predicting induced sediment oxygen flux in oxygenated lakes and reservoirs." Diss., Virginia Tech, 2015. http://hdl.handle.net/10919/73502.
Full textPh. D.
Seiler, Lilian Marques Nogueira. "Modelagem numérica da Lagoa dos Patos: variação espacial e temporal da qualidade da água." Universidade de São Paulo, 2015. http://www.teses.usp.br/teses/disponiveis/21/21136/tde-23042015-103406/.
Full textThis work assesses the influence of Patos Lagoon- RS hydrodynamics in the behavior of water quality indicator variables as like suspended material, dissolved oxygen, dissolved inorganic nutrients and chlorophyll-a. Also gives an assessment of the effect of effluent discharge in the magnitude of the concentrations of these variables and in their interrelationships. To develop this study we applied the numerical model MOHID 2D, successfully applied in environmental management of coastal areas. The results indicate that Patos Lagoon is a heterogeneous system in which its hydrodynamic is governed mainly by the action of wind and river flow, which directly influence the behavior of water quality variables. Furthermore, the presence of effluent significantly changes the magnitude of the nutrients and chlorophyll-a concentration, particularly in areas close to the sewage launch sites. We concluded that the numerical modeling is an important tool for the dynamics systems management and that ecological variables are not only conditioned by their interrelations, but also by system circulation.
FranÃa, Josefa Marciana Barbosa de. "AvaliaÃÃo da degradaÃÃo do AÃude Acarape do Meio-CE com uso de modelo matemÃtico e geotecnologia." Universidade Federal do CearÃ, 2013. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=11200.
Full textOne of the great challenges of environmental management is compatible the preservation with the water multiple uses, with fundamental knowledge of the factors conditioning the changes of the natural conditions of the reservoirs and their watershed. In this context, this paper ad-dresses topics such as: morphometric characterization of the Acarape do Meio (Cearà State) river basin and it hydraulic weir; simulation of hydrodynamic circulation for the year 2012 with the SisBaHiA program, as well as the estimation of the residence time and renewal fees, and to investigate aspects of the evolution of the processes of degradation of water quality, from four satellite images Landsat 5 - TM. From the analysis of the survey results, it was found that the catchment area of the dam Acarape do Meio has approximately 10,31% of the degraded area and it was found that the hydraulic basin has dendritic format with high perimeter development. For the aspects related to environmental modeling, it was estimated that the hydrodynamic behavior of circulating currents showed low speeds, the renewal rate of the water during the rainy season reached 100% in the areas of recesses and also it was found that the residence time is higher in the shallow and dendritic areas. With respect to the presence of active optical components, it was found that there was an increase in the spectral response of Landsat 5 - TM for the 11 years period (2001 to 2011), which relates to the increase of chlorophyll a throughout the years, which is a eutrophication consequence.
Singleton, Vickie L. "Hypolimnetic Oxygenation: Coupling Bubble-Plume and Reservoir Models." Diss., Virginia Tech, 2008. http://hdl.handle.net/10919/26722.
Full textPh. D.
Heller, Winfried. "Hydro-dynamic Effects with Particular Consideration of Water Quality and their Measurement Methods." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2006. http://nbn-resolving.de/urn:nbn:de:swb:14-1141217614058-76453.
Full textThe development of fluid mechanics during the twentieth century has been affected by intense research in order to fathom numerous practically relevant hydrodynamic effects, to understand the physical processes and correlations and to describe them mathematically. This became necessary because employing only the fundamental hydrodynamic equations, the description of certain phenomena in fluid flows caused by fluid properties was impossible. In order to assess the quality of fluids regarding their gas contents and their nuclei distributions, various measuring methods and devices have been developed and constructed since the beginning of the twentieth century. This historical development could be described nearly completely in this work, particularly the development of devices to determine the total gas content. Apart from the mostly difficult handling of these measurement methods and devices, only the influence of single parameters such as the total gas content, the dissolved oxygen content, nucleus content, nucleus distribution and the distribution of nucleus sizes on hydrodynamic effects was examined. However, the correlations between these single parameters, as they occur in real flows, could not be taken into consideration. As early as the end of the ninetieth century the development of methods and devices began to determine the tensile strength of fluids. The initially static methods have been followed by the developments of dynamic methods since the beginning of the 1970s. While for specially prepared fluids, tensile strengths of several hundred bar were measured under static conditions, the typical values for water, measured with the eddy and swirl nozzle, range between zero and two bar. This illustrates the strong influence of interactions between all parameters on the tensile strength in flowing fluids. Except for sound velocity and pressure distribution at profiles, water quality particularly affects certain cavitation phenomena. Various cavitation tests around the world have shown that without determining the actual tensile strength of the test water, it is impossible to obtain reproducible results regarding cavitation inception. In experiments concerning cavitation erosion, the correlation between water quality, erosive aggressiveness and erosion rate was proven unmistakably. Evidently, permanent measurement of the test fluid?s tensile stress during cavitation experiments with model bodies is compulsory in order to be able to interpret measurement results correctly. Cavitation phenomena at profiles or other parts affected by flow cause changes of lift, drag and loss coefficients depending on the degree of the cavitation progress. The influence of transition, detachment, obstruction and pressure distribution plays a special role. The quality of electrically conductive fluids is determined by their conductivity. By means of electromagnetic fields Lorentz-forces are generated, whose effect can be observed in lessening of flow detachment, drag reduction and increased lift. Manifold experimental research results in the area of fluid mechanics have proven that the fluid quality must be taken into account when describing real flow processes. Since the many flow parameters are subject to permanent interaction, ultimately, the sum of all single parameters lead to the effects mentioned. For the determination of the water quality such as in cavitation experiments, the tensile stress of the water can be measured making the mathematical description of cavitation inception possible. - (The German online version of this thesis for qualification as university teacher has been published under the titel "Hydrodynamische Effekte unter besonderer Berücksichtigung der Wasserqualität und ihre Messverfahren" - http://hsss.slub-dresden.de/hsss/servlet/hsss.urlmapping.MappingServlet?id=1141215758714-7391)
Gokgoz, Kilic Sinem. "Dynamic fugacity modeling in environmental systems." Diss., Atlanta, Ga. : Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/22557.
Full textCommittee Chair: Aral, Mustafa; Committee Member: Guan, Jiabao; Committee Member: Pavlostathis, Spyros; Committee Member: Uzer, Turgay; Committee Member: Yiacoumi, Sotira.
Graepin, Cristiane. "VIABILIDADE DA UTILIZAÇÃO DO MÉTODO DELTA APROXIMADO PARA DETERMINAÇÃO DO COEFICIENTE DE REAERAÇÃO EM RIOS." Universidade Federal de Santa Maria, 2016. http://repositorio.ufsm.br/handle/1/7657.
Full textThe dissolved oxygen is an important indicator that shows water quality variation in rivers, caused by the release/accumulation of organic matter. The determination of the reaeration coefficient is indispensable, due to the consumption of dissolved oxygen for the organic matter oxidation. The reaeration coefficient can be determined by empirical models or experimental methods. The experimental methods are generally expensive and slow. However, the Approximate Delta Method proposed by McBride and Chapra (2005) is an experimental method of easy application and low cost. This method is based on surface reaeration estimation, primary production, and respiration. Basically, it is estimated by means of daytime measurements of dissolved oxygen. The main gol was to analyze the application viability of the Approximate Delta Method to determine the reaeration coefficient in watershed. This study was carried out in five watersheds: Cancela-Tamandaí, Menino Deus II, Menino Deus IV, João Goulart and RSC 287. The reaeration coefficient is influenced by hydrodynamic characteristics of the rivers. Thus, the velocity, depth, and flow were monitored. It was determined the temperature of the water and the dissolved oxygen concentrations during the photoperiod, and it was estimated the organic load in the rivers. The application of the Approximate Delta Method was viable only in João Goulart and RSC 287 basins. The Cancela-Tamandaí basin does not presented an adequated dissolved oxygen profile. This was due to the high release of organic matter in the river. The Menino Deus II basin also presented unviability. This was due to the absence of an adequate dissolved oxygen profile. In the Menino Deus IV basin occurred overestimation of the coefficients, when was possible your estimation. In this basin, the minimum deficit in most of the dissolved oxygen profiles was before of the solar noon, avoided the application of the method. In João Goulart basin was viable the application of the method, but with some limitations: flows until 1.00 m3/s; there should be regular presence of organic load; and the time between the dissolved oxygen minimum deficit and the solar noon do not should be too low. The RSC 287 basin was viable in your normal hydrodynamic characteristics. The method was not viable with flow higher than 3.64 m3/s, and in the agriculture irrigation season. Finally, the Approximate Delta Method presented unviability in some conditions: flow greater than 1.00 m3/s for João Goulart basin, and then 3.64 m3/s in the RSC 287 basin; rivers with organic content very low or very high; low time between the dissolved oxygen minimum deficit and solar noon; low temperatures; and rivers with captation of the water. In the João Goulart basin, it was calculated the Pearson correlation coefficient between reaeration coefficient and the others variables. It was found significant correlation of the reaeration coefficient with the flow, depth, and velocity. However, the Approximate Delta Method showed experimentally to be easy to use and low cost. However, with a variety of limitations in its application, making it unviability to certain conditions.
O oxigênio dissolvido é um indicador importante que demonstra alterações da qualidade da água em rios, provocadas pelo lançamento/acúmulo de matéria orgânica. A determinação do coeficiente de reaeração torna-se indispensável, devido ao consumo de oxigênio dissolvido na oxidação da matéria orgânica. O coeficiente de reaeração pode ser determinado por modelos de natureza empírica ou métodos experimentais. Os métodos experimentais geralmente são caros e demorados. Porém, o Método Delta Aproximado proposto por McBride e Chapra (2005) é um método experimental de fácil aplicação e baixo custo. O método se baseia na estimativa de reaeração superficial, produção primária e respiração, basicamente por meio de medições diurnas do oxigênio dissolvido. O objetivo principal desse estudo foi analisar a viabilidade de aplicação do Método Delta Aproximado para determinar o coeficiente de reaeração em bacias hidrográficas. O estudo foi realizado em cinco bacias hidrográficas: Cancela-Tamandaí, Menino Deus II, Menino Deus IV, João Goulart e RSC 287. O coeficiente de reaeração é influenciado pelas características hidrodinâmicas dos rios. Assim, nas campanhas foram determinadas a velocidade, profundidade e vazão. Determinou-se a temperatura da água, as concentrações de oxigênio dissolvido, durante o fotoperíodo, e estimou-se a carga orgânica nos rios. Neste estudo a aplicação do Método Delta Aproximado foi viável apenas nas bacias João Goulart e RSC 287. A bacia Cancela-Tamandaí não apresentou um perfil de oxigênio dissolvido adequado, devido ao elevado lançamento de matéria orgânica no rio. A bacia Menino Deus II também apresentou inviabilidade, devido à ausência de um perfil de oxigênio dissolvido adequado. A bacia Menino Deus IV apresentou superestimação dos valores do coeficiente, e em grande parte das campanhas o mínimo déficit de oxigênio dissolvido ocorreu antes do meio-dia solar, impossibilitando a aplicação do método. Na bacia João Goulart foi viável a aplicação do método, porém com as seguintes limitações: viável em vazões de até 1,00 m3/s; deve haver presença regular de carga orgânica; o tempo entre o mínimo déficit de oxigênio dissolvido e o meio-dia solar não deve ser muito baixo. A bacia RSC 287 apresentou-se viável quanto à aplicação do método em suas características normais, no entanto nas campanhas com vazões maiores que 3,64 m3/s, e com presença de captação de água para irrigação o método não foi viável. Enfim, o Método Delta Aproximado apresentou inviabilidade nas seguintes condições: vazão maior que 1,00 m3/s para a bacia João Goulart e maior que 3,64 m3/s na bacia RSC 287; rios com teor de matéria orgânica muito alto ou muito baixo; baixo tempo entre o mínimo déficit de oxigênio dissolvido e o meio-dia solar; temperaturas baixas; e rios com captação de água. Na bacia João Goulart, onde o método pôde ser aplicado, foi feito correlação de Pearson com o coeficiente e as variáveis analisadas. Verificou-se correlação positiva significativa do coeficiente com a vazão, profundidade e velocidade. Contudo, o Método Delta Aproximado demonstrou experimentalmente ser de fácil aplicação e baixo custo. Porém, com uma diversidade de limitações em sua aplicação, tornando-o inviável em determinadas condições.
Förster, Saskia. "An analysis of hydraulic, environmental and economic impacts of flood polder management at the Elbe River." Phd thesis, Universität Potsdam, 2008. http://opus.kobv.de/ubp/volltexte/2008/2726/.
Full textFlutpolder werden zum gezielten Rückhalt von Wasser eingesetzt, um Spitzenabflüsse von großen Hochwassern zu senken. Dadurch wird im Falle des Flutpoldereinsatzes die Hochwassergefährdung für flussab gelegene Flussabschnitte verringert. Flutpolder sind meist trockene Staubecken, die typischerweise durch landwirtschaftliche Nutzung gekennzeichnet sind. Ziel der Dissertation ist die Analyse von hydraulischen, ökologischen und ökonomischen Auswirkungen des Einsatzes von Flutpoldern, um daraus Schlussfolgerungen für ihre Bewirtschaftung zu ziehen. Dazu werden numerische Modelle zur Simulation der Hydrodynamik und Wassergüte sowie ein landwirtschaftliches Schadenmodell gemeinsam in einem integrativen Ansatz eingesetzt. Ein Untersuchungsgebiet ist ein existierendes Flutpoldersystem am Nebenfluss Havel, welches während der Elbeflut im Sommer 2002 zum Einsatz kam. Das zweite Untersuchungsgebiet ist ein geplanter Flutpolder, welcher sich bisher noch in einem frühen Planungsstadium befindet. Darüber hinaus werden numerische Modelle verschiedener räumlicher Dimensionalität von null- bis zwei-dimensional angewandt, um ihre Eignung für hydrodynamische und Wassergütesimulationen von Flutpoldern hinsichtlich der Leistungsfähigkeit und des Modellierungsaufwands zu bewerten. Die Dissertation schließt mit übergreifenden Empfehlungen zur Bewirtschaftung von Flutpoldern einschließlich Kontrollstrategien und Landnutzung ab. Im Hinblick auf zukünftige Änderungen in der Auftretenshäufigkeit von Hochwassern und weiterhin ansteigenden Werten von privatem und öffentlichem Vermögen in überflutungsgefährdeten Gebieten stellen Flutpolder ein effektive und flexible Maßnahmen des technischen Hochwasserschutzes dar, welche zu einem erfolgreichen Hochwasserrisikomanagement großer Tieflandflüsse beitragen.
Tang, Gula. "Research on distributed warning system of water quality in Mudan river based on EFDC and GIS." Thesis, Strasbourg, 2016. http://www.theses.fr/2016STRAD023/document.
Full textSimulation and Early Warning System (SEWS) is a powerful tool for river water quality monitoring. Mudan River, an important river in northeastern cold regions of China, can run out of China into Russia. Thus, the water quality of Mudan River is highly concerned not only locally andregionally but also internationally. Objective of this study is to establish an excellent SEWS of water quality so that the spatio-temporal distribution of water quality in both open-water and ice-covered periods can be accurately simulated and visualized to understand the spatial variation of pollutants along the river course. The dissertation is structured into 7 chapters, chapter 1 outlines the background of the study and reviews the current progress. Chapter Il compares the main available models for evaluating river water quality so that a better model can be selected as the basis to establish a modeling system for Mudan River. Chapter Ill establishes the model, the required boundary conditions and parameters for the model were verified and calibrated. Chapter IV, a distributed simulation procedure was designed to increase the simulation efficiency. Chapter V discusses more about the programing and operational issues of the distributed simulation. Chapter VI is about the core techniques to implement the system. Chapter VII is the conclusion of the study to summarize the key points and innovations of the study. The study has the following three points as innovation : a two-dimensional environmental fluid dynamics model for Mudan River, an efficient distributed model computational method and a prototype of SEWS, which can greatly improve the capability of monitoring and management of water quality in Mudan River and other similar rivers
Heller, Winfried. "Hydrodynamische Effekte unter besonderer Berücksichtigung der Wasserqualität und ihre Messverfahren." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2006. http://nbn-resolving.de/urn:nbn:de:swb:14-1141215758714-73914.
Full textDie Entwicklung der Strömungsmechanik im 20. Jahrhundert wurde auch durch intensive Forschungen geprägt, um die zahlreichen in der Praxis auftretenden hydrodynamischen Effekte zu ergründen, die physikalischen Abläufe und Zusammenhänge zu verstehen und diese mathematisch zu beschreiben. Dies wurde notwendig, da mit den hydrodynamischen Grundgleichungen allein keine Beschreibung der aus den Fluideigenschaften resultierenden Erscheinungen in Flüssigkeitsströmungen möglich war. Um die Qualität der Flüssigkeiten bezüglich ihres Gasgehaltes und ihrer Keimverteilung beurteilen zu können, wurden mit Beginn des 20. Jahrhunderts unterschiedliche Messmethoden und Apparaturen entwickelt und gebaut. Diese Entwicklung ließ sich annähernd vollständig darstellen, hierbei besonders die Entwicklungen von Apparaturen zur Bestimmung des Gesamtgasgehaltes. Neben der zumeist schwierigen Handhabung dieser Messgeräte und Methoden wird dabei nur der Einfluss einzelner Messgrößen, wie Gesamtgasgehalt, Gelöstsauerstoffgehalt, Keimgehalt, Keimverteilung und Keimgrößenverteilung auf hydrodynamische Effekte untersucht. Die aber in realen Strömungen auftretenden Wechselwirkungen zwischen den Einflussgrößen werden nicht berücksichtigt. Schon am Ende des 19. Jahrhundert begann die Entwicklung von Geräten und Methoden zur Bestimmung von Zugspannungen in Flüssigkeiten. Den anfänglich statischen Methoden folgten mit Beginn der 70er Jahre des 20. Jahrhunderts die bis heute andauernden Entwicklungen dynamischer Methoden. Während für speziell behandelte Flüssigkeiten unter statischen Bedingungen Zugspannungen von einigen hundert bar gemessen wurden, liegen die typischen Werte für Wasser mit der Wirbel- oder Dralldüse gemessen, zwischen null und zwei bar. Das zeigt den starken Einfluss der Wechselwirkungen aller Einflussgrößen auf die Zugspannung in strömenden Flüssigkeiten. Außer auf die Schallgeschwindigkeit und die Druckverteilung an Profilen hat die Wasserqualität einen besonders starken Einfluss auf bestimmte Kavitationserscheinungen. Weltweite Kavitationstests zeigten, dass ohne Bestimmung der aktuellen Zugspannung des Testwassers keine reproduzierbaren Ergebnisse bezüglich des Kavitationsbeginns möglich sind. Bei Untersuchungen zur Kavitationserosion wurde der Zusammenhang zwischen Wasserqualität und erosiver Aggressivität und Erosionsrate eindeutig nachgewiesen. Die permanente Messung der Zugspannung der Testflüssigkeit ist bei Kavitationsexperimenten an Modellkörpern offensichtlich zwingend notwendig, um die Messergebnisse korrekt interpretieren zu können. Kavitationserscheinungen an Profilen oder Durchströmteilen bewirken Änderungen von Auftriebs-, Widerstands- und Verlustbeiwerten in Abhängigkeit vom Fortschrittsgrad der Kavitation. Hierbei spielen die Beeinflussung der Transition, Ablösung, Versperrung und Druckverteilung eine besondere Rolle. Bei elektrisch leitfähigen Fluiden ist die Qualität durch die Leitfähigkeit bestimmt. Mittels elektromagnetischer Felder werden Lorentzkräfte erzeugt, deren Wirkung sich zeigt in der Unterdrückung von Strömungsablösung, Widerstandsverringerung und stärkerem Auftrieb. Vielfältige experimentelle Forschungsergebnisse auf dem Gebiet der Strömungsmechanik haben gezeigt, dass für die Beschreibung realer Strömungsvorgänge die Qualität des Fluides berücksichtigt werden muss. Da die vielen Einflussgrößen in der Strömung permanenten Wechselwirkungen unterliegen, führt letztlich die Summe aller Einzeleinflüsse auf die genannten Effekte. Für die Bestimmung der Wasserqualität z.B. bei Kavitationsexperimenten kann die Zugspannung des Testwassers gemessen werden, wodurch die genauere mathematische Beschreibung des Kavitationsbeginns möglich wird. - (Diese Arbeit liegt auch in englischer Sprache unter dem Titel "Hydro-dynamic effects with particular consideration of water quality an their measurement methods" in elektronischer Form vor - http://hsss.slub-dresden.de/hsss/servlet/hsss.urlmapping.MappingServlet?id=1141217614058-7645)
Batista, Silvana Simone. "Avaliação dos efeitos de ações antrópicas sobre o sistema costeiro de Ubatuba (SP) através de modelagem ambiental." Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/106/106132/tde-02062016-152009/.
Full textThe region of Ubatuba, being a place of tourist attraction, is influenced by human activities that modify some features of water bodies due to the dumping of sewage, the discharge of pollutants and heavy boat traffic. The objective of this study was to evaluate the effects of human activities on the coastal system of Ubatuba through the study of transport processes and diffusion of pollutants, through models that describe the mechanisms and reactions involved in the dispersion of petroleum hydrocarbon (PAHs) and microbiological indicators (thermotolerant coliforms and enterococci) in seawater. The modules of the environmental modeling system Delft3D were used in the study. The hydrodynamic module was implemented in a numerical grid covering the continental shelf adjacent to the north coast of São Paulo. From the analysis and validation of the results of the hydrodynamic module, it was concluded that the model satisfactorily reproduced the marine circulation in the region (Skill values between 0,67 and 1,00).The association of pollution data with the results of hydrodynamic allowed studying the pollutant dispersion mechanisms in Flamengo Bay and in Palmas Bay through the water quality module. The concentration of coliform calculated by the model reached the maximum of 1850 MPN/100mL in the Flamengo Bay, in summer; in the case of PAHs, the maximum level was 0,92 µg/L. The internal parts of the Flamengo Bay have the circulation of water reduced as well as the dispersion of pollutants. The results suggest that the PAHs concentrations were less decay over time, which is probably due to the regional characteristics, such as low hydrodynamic and low nutrient content, which hamper the hydrocarbon degradation processes. On the other hand, the results indicate a considerable decay in bacterial density. Thermotolerant coliform mortality rates had high positive correlation with salinity and temperature (r = 0,94 e r = 0,99, respectively), and the mortality rates due to solar radiation had a good contribution to the overall mortality rate. In the Palmas Bay, the maximum enterococci density estimated by the model was 1,21 CFU/100mL in the summer. Enterococci dispersion simulations showed that the internal regions of the bay have weak currents that do not contribute to a large dispersion of pollutants out of the bay. Enterococci have not had their mortality rate correlated with salinity (r = - 0,02), but the temperature (r = 0,75) and solar radiation seem to have large influence on its decay. With the exception of the point at the Saco da Ribeira, which obtained coliform concentrations above 1000 NMP/100mL, in general, the waters maintained suitable conditions for bathing in the two bays. It can be said that the current system in the study area, determined by the geomorphology of the region, does not provide high capacity for dilution and dispersion of effluents in the bays. However, the marine circulation and the processes involved in the decay of the pollutants are enough to spread and reduce their concentrations along the bays. It was concluded that environmental modeling reproduced satisfactorily the processes involved in the transport and diffusion of pollutants in seawater, contributing to the studies on the effects of human activities on the coastal system of Ubatuba.
Heller, Winfried. "Hydrodynamische Effekte unter besonderer Berücksichtigung der Wasserqualität und ihre Messverfahren." Doctoral thesis, Technische Universität Dresden, 2005. https://tud.qucosa.de/id/qucosa%3A24669.
Full textDie Entwicklung der Strömungsmechanik im 20. Jahrhundert wurde auch durch intensive Forschungen geprägt, um die zahlreichen in der Praxis auftretenden hydrodynamischen Effekte zu ergründen, die physikalischen Abläufe und Zusammenhänge zu verstehen und diese mathematisch zu beschreiben. Dies wurde notwendig, da mit den hydrodynamischen Grundgleichungen allein keine Beschreibung der aus den Fluideigenschaften resultierenden Erscheinungen in Flüssigkeitsströmungen möglich war. Um die Qualität der Flüssigkeiten bezüglich ihres Gasgehaltes und ihrer Keimverteilung beurteilen zu können, wurden mit Beginn des 20. Jahrhunderts unterschiedliche Messmethoden und Apparaturen entwickelt und gebaut. Diese Entwicklung ließ sich annähernd vollständig darstellen, hierbei besonders die Entwicklungen von Apparaturen zur Bestimmung des Gesamtgasgehaltes. Neben der zumeist schwierigen Handhabung dieser Messgeräte und Methoden wird dabei nur der Einfluss einzelner Messgrößen, wie Gesamtgasgehalt, Gelöstsauerstoffgehalt, Keimgehalt, Keimverteilung und Keimgrößenverteilung auf hydrodynamische Effekte untersucht. Die aber in realen Strömungen auftretenden Wechselwirkungen zwischen den Einflussgrößen werden nicht berücksichtigt. Schon am Ende des 19. Jahrhundert begann die Entwicklung von Geräten und Methoden zur Bestimmung von Zugspannungen in Flüssigkeiten. Den anfänglich statischen Methoden folgten mit Beginn der 70er Jahre des 20. Jahrhunderts die bis heute andauernden Entwicklungen dynamischer Methoden. Während für speziell behandelte Flüssigkeiten unter statischen Bedingungen Zugspannungen von einigen hundert bar gemessen wurden, liegen die typischen Werte für Wasser mit der Wirbel- oder Dralldüse gemessen, zwischen null und zwei bar. Das zeigt den starken Einfluss der Wechselwirkungen aller Einflussgrößen auf die Zugspannung in strömenden Flüssigkeiten. Außer auf die Schallgeschwindigkeit und die Druckverteilung an Profilen hat die Wasserqualität einen besonders starken Einfluss auf bestimmte Kavitationserscheinungen. Weltweite Kavitationstests zeigten, dass ohne Bestimmung der aktuellen Zugspannung des Testwassers keine reproduzierbaren Ergebnisse bezüglich des Kavitationsbeginns möglich sind. Bei Untersuchungen zur Kavitationserosion wurde der Zusammenhang zwischen Wasserqualität und erosiver Aggressivität und Erosionsrate eindeutig nachgewiesen. Die permanente Messung der Zugspannung der Testflüssigkeit ist bei Kavitationsexperimenten an Modellkörpern offensichtlich zwingend notwendig, um die Messergebnisse korrekt interpretieren zu können. Kavitationserscheinungen an Profilen oder Durchströmteilen bewirken Änderungen von Auftriebs-, Widerstands- und Verlustbeiwerten in Abhängigkeit vom Fortschrittsgrad der Kavitation. Hierbei spielen die Beeinflussung der Transition, Ablösung, Versperrung und Druckverteilung eine besondere Rolle. Bei elektrisch leitfähigen Fluiden ist die Qualität durch die Leitfähigkeit bestimmt. Mittels elektromagnetischer Felder werden Lorentzkräfte erzeugt, deren Wirkung sich zeigt in der Unterdrückung von Strömungsablösung, Widerstandsverringerung und stärkerem Auftrieb. Vielfältige experimentelle Forschungsergebnisse auf dem Gebiet der Strömungsmechanik haben gezeigt, dass für die Beschreibung realer Strömungsvorgänge die Qualität des Fluides berücksichtigt werden muss. Da die vielen Einflussgrößen in der Strömung permanenten Wechselwirkungen unterliegen, führt letztlich die Summe aller Einzeleinflüsse auf die genannten Effekte. Für die Bestimmung der Wasserqualität z.B. bei Kavitationsexperimenten kann die Zugspannung des Testwassers gemessen werden, wodurch die genauere mathematische Beschreibung des Kavitationsbeginns möglich wird. - (Diese Arbeit liegt auch in englischer Sprache unter dem Titel "Hydro-dynamic effects with particular consideration of water quality an their measurement methods" in elektronischer Form vor - http://hsss.slub-dresden.de/hsss/servlet/hsss.urlmapping.MappingServlet?id=1141217614058-7645)
Williams, Nicholas Trevor. "Modeling Dissolved Oxygen in Lake Powell using CE-QUAL-W2." BYU ScholarsArchive, 2007. https://scholarsarchive.byu.edu/etd/849.
Full textSousa, Edson Pereira de. "Avaliação de mecanismos dispersivos em rios através de problemas inversos." Universidade do Estado do Rio de Janeiro, 2009. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=892.
Full textNesta dissertação é apresentada a avaliação da dispersão de contaminantes no Rio São Pedro, pequeno curso situado na Bacia Hidrográfica do Rio Macaé, centro-norte do Estado do Rio de Janeiro. Para tanto, utilizou-se uma abordagem que conjugou simulação e observação. A simulação compreendeu a modelagem do transporte de substância conservativa em um dado trecho desse rio. O modelo adotado utilizou a formulação unidimensional da equação de advecção-dispersão, que tem como parâmetro crítico o coeficiente de dispersão longitudinal. Paralelamente foi conduzido um experimento de campo, que constou da injeção instantânea de massa conhecida de sal nesse trecho do rio, tendo sido monitorada a concentração resultante em uma seção situada a jusante do ponto de lançamento. Códigos numéricos foram implementados para obter-se o melhor ajuste entre simulação e observação, ajuste esse obtido através da estimativa do coeficiente de dispersão.
In this dissertation we performed an assessment of contaminat dispersion in a small river located at Macaé Watershed Basin. We adopted an approach that made use both of simulation and experiments. The simulation solved the one dimensional transport model for a conservative substance, on which the dispersion coefficient plays a critical role. The observation data was obtained in an experiment especially designed for this purpose. An instantaneous injection of a known quantity of mass of salt in a given position of the river was discharged and the resulting concentration was monitored in two downstream stations. Numerical codes were built in order to obtain a better fitting between simulation and observation.
Jouanneau, Nicolas. "Caractérisation de la dispersion de traceurs passifs dans un écoulement côtier soumis à un régime macrotidal : Étude d'impact de la dynamique sur la qualité de l'eau le long du littoral du Nord-Pas de Calais et de la Picardie." Phd thesis, Université du Littoral Côte d'Opale, 2013. http://tel.archives-ouvertes.fr/tel-00981658.
Full textGramotnev, Galina. "Analysis of dispersion and propagation of fine and ultra fine particle aerosols from a busy road." Queensland University of Technology, 2007. http://eprints.qut.edu.au/16338/.
Full textClaro, Barreto Alejandro. "Expérimentation et modélisation de l'hydrodynamique et de la dispersion de la pollution particulaire au sein des déversoirs latéraux." Thesis, Lyon, 2020. http://www.theses.fr/2020LYSEI083.
Full textCombined sewer overflows (CSO) in a sewer system are the main source of pollution for the receiving environments during wet weather. The control of pollution flux discharges by CSO requires the study of hydraulics and pollutant transport, conveyed mostly as suspended particles. All experimental and numerical simulations have focused on hydrodynamics and the dispersion of particulate pollutants within side weirs at laboratory and field scales. The tridimensional flow is characterized by means of the water height, flowrate, velocity and turbulent kinetic energy fields. The particulate pollutant dispersion is studied by means of the mass distribution at laboratory scale and the BOD5 concentration and flux discharged at field scale. This study validated for the first time, to our knowledge, the 3D numerical approach based on the computational fluid dynamics (CFD) applied to the case of a complex side weir subjected to regulatory self-monitoring using in situ data of water heights, upstream flows and discharged flows, collected by Valence Romans Agglo. The first campaigns show that the regulatory compliance criterion linked to the flow of pollution discharged in rainy weather is proving to be adapted to the functioning of the sewer system of the city of Valence. Indeed, the concentration of DBO5 discharged by the main CSO is lower than that measured at the entrance of the wastewater treatment plant. This work confirms the use of CFD and laboratory tests as operational tools allowing (i) to understand the hydrodynamic behaviour of CSO in wet weather, (ii) to implement self-monitoring and (iii) to analyse sewerage system compliance
Fernandez, Victoria Julia. "Water quality design storms for stormwater hydrodynamic separators." 2008. http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.17305.
Full textWu, Chi-Ray, and 吳啟瑞. "A Hydrodynamic and Water Quality Model for Danshuei River System." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/86843298753435589462.
Full text國立臺灣大學
生物環境系統工程學研究所
94
Taiwan is an island which the discharge in most rivers flowing enters the ocean. The tidal river is the way of substantial exchange between river and ocean. Fresh water polluted by point and non-point sources from drainage areas concentrated in the tidal river and induced environment and ecology problems. The field surveys on Tanshui River were conducted to investigate the hydraulic and water quality in the processes of substantial exchange of the tidal river. Tanshui River, the largest tidal river in Taiwan, is the study site in this study. A hydraulic and water quality numerical model for Tanshui River, which consists of tributaries, division channel and confluences, has been developed to simulate the detailed variation of the hydraulic and water quality. Several study cases were examined to verify the rationality and accuracy. The result shows that the proposed model can be used to simulate the hydraulic and water quality for the tidal river. The field surveys including salt, temperature, suspended solids, chlorophyll and dissolved oxygen on Tanshui River were carried out from 2002 to 2004. Those field data were used for model calibration and verification. It reveals that the simulation results of the hydraulic and water quality were good agreement with observed values. The present model can provide satisfactory and reliable results of hydraulic and water quality for the tidal river.