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Chen, Yiming. "Aquifer storage and recovery in saline aquifers". Diss., Georgia Institute of Technology, 2014. http://hdl.handle.net/1853/52266.
Pełny tekst źródłaWalter, Martin. "Explaining the emergence of transboundary groundwater management : the cases of Guaraní aquifer system, the Hueco and Mesilla Bolsón aquifers, and the Génévois aquifer". Paris, Institut d'études politiques, 2012. https://spire.sciencespo.fr/notice/2441/5rkqqmvrn4tl22s9mc41lidr0.
Pełny tekst źródłaDespite the diversity of the contributions to the analysis of water resources and the myriad of water management experiences, transboundary groundwaters have only relatively recently entered the international political agenda. In line with research dedicated to understanding the challenges associated with the management of water resources and the creation of environmental regulatory frameworks, this dissertation examines the emergence of mechanisms for the management of transboundary groundwater resources. In doing so, it makes a seemingly straightforward inquiry. What are the factors that trigger the emergence and implementation of groundwater management mechanisms? Drawing from the review of the literature and the comparative analysis of three cases of transboundary groundwater management, this research finds that the recognition of groundwater problems is determined by the interplay of three factors: the uses of groundwater, the features of the hydrogeological resources, and the social valuation of the eco-system services provided by the resources. In addition, it suggests that groundwater problems are not sufficient to explain the nature of the mechanisms employed for the management of the resources. It argues that management mechanisms, which may be coordinated or unilateral, result from the configuration of both systemic and socio-institutional factors
Wendelborn, Anke. "Zinc and copper behaviour during stormwater aquifer storage and recovery in sandy aquifers". Monash University. Faculty of Engineering. Department of Civil Engineering, Institute for Sustainable Water Resources, 2008. http://arrow.monash.edu.au/hdl/1959.1/68715.
Pełny tekst źródłaPindoria-Nandha, Mital. "Planning an aquifer storage and recovery scheme in the Sherwood Sandstone aquifer". Thesis, Cranfield University, 2016. http://dspace.lib.cranfield.ac.uk/handle/1826/11313.
Pełny tekst źródłaHeckel, Kyle Christopher. "PETROLEUM CONTAMINATED AQUIFER REMEDIATION". Thesis, The University of Arizona, 2009. http://hdl.handle.net/10150/192479.
Pełny tekst źródłaWilliams, David G. "Whole aquifer system management: the northeast floridan aquifer system under an interstate compact". Thesis, Georgia Institute of Technology, 1992. http://hdl.handle.net/1853/30907.
Pełny tekst źródłaWright, Timothy Edwin James. "Predicting the applicability of aquifer storage recovery (ASR) in the UK chalk aquifer". Thesis, University College London (University of London), 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.405796.
Pełny tekst źródłaSun, Dongmin. "Aquitard control of stream-aquifer interaction and flow to a horizontal well in coastal aquifers". Diss., Texas A&M University, 2005. http://hdl.handle.net/1969.1/4740.
Pełny tekst źródłaKhater, A. M. R. "Management of stream-aquifer systems". Thesis, University of Southampton, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.380176.
Pełny tekst źródłaElobaid, Elnaiem Ali. "Aquifer investigations in north Qatar". Thesis, University of Bedfordshire, 2000. http://hdl.handle.net/10547/606074.
Pełny tekst źródłaZhang, Zhihui. "Quantitative characterization of aquifer heterogeneity and simulation of contaminant transport in a solvent-contaminated aquifer". Diss., The University of Arizona, 1999. http://etd.library.arizona.edu/etd/GetFileServlet?file=file:///data1/pdf/etd/azu_e9791_1999_148_sip1_w.pdf&type=application/pdf.
Pełny tekst źródłaFlorea, Lee John. "The karst of west-central Florida". [Tampa, Fla] : University of South Florida, 2006. http://purl.fcla.edu/usf/dc/et/SFE0001783.
Pełny tekst źródłaRotzoll, Kolja. "Hydraulic Parameter Estimation Using Aquifer Tests, Specific Capacity, Ocean Tides, and Wave Setup for Hawai'i Aquifers". Thesis, Water Resources Research Center, University of Hawaii at Manoa, 2007. http://hdl.handle.net/10125/22265.
Pełny tekst źródłaUSGS Pacific Island Water Science Center
Damico, James Ralph. "Geostatistical Characterization of Heterogeneity in the Aberjona River Aquifer, Woburn, Massachusetts". Wright State University / OhioLINK, 2006. http://rave.ohiolink.edu/etdc/view?acc_num=wright1166544810.
Pełny tekst źródłaMartin, Gregory D. "Aquifer underground pumped hydroelectric energy storage". Connect to online resource, 2007. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1447687.
Pełny tekst źródłaJones, Lawson Elliott. "A real-time aquifer management tool". Thesis, Georgia Institute of Technology, 1990. http://hdl.handle.net/1853/20743.
Pełny tekst źródłaWright, Winfield G. "Modeling karst aquifer response to rainfall". Thesis, Virginia Polytechnic Institute and State University, 1986. http://hdl.handle.net/10919/76043.
Pełny tekst źródłaMaster of Engineering
Schmitt, Elizabeth Marie. "Arizona's Approach to Aquifer Protection Regulation". Thesis, The University of Arizona, 2014. http://hdl.handle.net/10150/555564.
Pełny tekst źródłaForghani, Ali. "Simulation and Optimization Models to Evaluate Performance of Aquifer Storage and Recovery Wells in Fresh Water Aquifers". DigitalCommons@USU, 2018. https://digitalcommons.usu.edu/etd/6933.
Pełny tekst źródłaRichmond, Nicole L. "THE CARBON BUDGET OF A SHALLOW, TROPICAL AQUIFER: SOURCES, SINKS, AND PROCESSES". Oxford, Ohio : Miami University, 2003. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=miami1070212062.
Pełny tekst źródłaTitle from first page of PDF document. Document formatted into pages; contains vii, 127 p. : ill. Includes bibliographical references (p. 108-113).
Altinors, Adnan Altay. "Non-darcian Flow In A Fractured Aquifer". Phd thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12606386/index.pdf.
Pełny tekst źródłas equation which incorporates a nonlinear term. Governing equations are coupled by an interaction term that controls the quasi-steady state fracture-block interflow. Governing equations are solved numerically by the Crank-Nicolson implicit scheme. The numerical results are compared to the analytical results for the same problem which assumes Darcian flow both in fractures and blocks. Numerical and analytical solutions give same results when Reynold&rsquo
s number is less than 0.1. The effect of non-linearity on the flow appears when Reynold&rsquo
s number is greater than 0.1. The larger the piezometric head gradient, the higher the flow rate and, thus, higher the non-linearity is. The effect of aquifer parameters on the flow is also investigated. The proposed model and its numerical solution is a unique application of non-linear flow models to the fractured aquifers. It can be used in predicting water levels in fractured aquifers and evaluating time dependent flow rates in the analysis of recession hydrographs.
Xu, Xiuyuan. "Interaction of Chemical Oxidants with Aquifer Materials". Thesis, University of Waterloo, 2006. http://hdl.handle.net/10012/2891.
Pełny tekst źródłaThe investigation into the interaction between aquifer materials and permanganate consisted of three series of bench-scale experiments: (1) long-term batch experiments which were used to investigate permanganate consumption in response to fundamental geochemical properties of the aquifer materials, (2) short-term batch experiments which were designed to yield kinetic data that describe the behavior of permanganate in the presence of various aquifer materials, and (3) column experiments which were used to investigate permanganate transport in a system that mimics the subsurface environment. The long-term experiments which involved more than 180 batch reactors monitored for ~300 days showed that the unproductive permanganate consumption by aquifer materials or natural oxidant demand (NOD) is strongly affected by the initial permanganate concentration, permanganate to solid mass ratio, and the reductive components associated with each aquifer material. This consumption cannot be represented by an instantaneous reaction process but is kinetically controlled by at least a fast and slow reactive component. Accordingly, an empirical expression for permanganate NOD in terms of aquifer material properties, and a hypothetical kinetic model consisting of two reaction components were developed. In addition, a fast and economical permanganate NOD estimation procedure based on a permanganate COD test was developed and tested. The investigation into short-term permanganate consumption (time scale of hours) was based on the theoretical derivation of the stoichiometric reaction of permanganate with bulk aquifer material reductive components, and consisted of excess permanganate mass experiments and excess aquifer material mass experiments. The results demonstrated that permanganate consumption by aquifer materials can be characterized by a very fast reaction on the order of minutes to hours, confirming the existence of the fast reaction component of the hypothetical kinetic model used to describe the long-term permanganate NOD observations. A typical experimental column trial consisted of flushing an aquifer-material packed column with the permanganate source solution until sufficient permanganate breakthrough was observed. The permanganate column results indicated the presence of a fast and slow consumption rate consistent with the long-term batch test data, and an intermediate consumption rate affecting the shape of the rising limb of the breakthrough curve. Finally, a comparison of the experimental results between batch and column systems indicated that permanganate NOD was significantly overestimated by the batch experiments; however, permanganate consumption displayed some similarity between the batch and column systems and hence an empirical expression was developed to predict permanganate consumption in physically representative column systems from batch reactor data.
The interaction between hydrogen peroxide and aquifer materials was also investigated with both batch and column experiments. A series of batch experiments consisting of a mixture of 2% hydrogen peroxide and 15 g of aquifer materials was used to capture the overall hydrogen peroxide behavior in the presence of various aquifer materials. The results indicated that the decomposition of hydrogen peroxide in the presence of various aquifer materials followed a first-order rate law, and was strongly affected by the content of amorphous transition metals (i. e. , Fe and Mn). Although hydrogen peroxide decomposition is related to the total organic carbon (TOC) content of natural aquifer materials, the results from a two-week long exposure to hydrogen peroxide suggests that not all forms of natural organic matter contributed to this decomposition. A multiple linear regression analysis was used to generate predictive relationships to estimate hydrogen peroxide decomposition rate coefficients based on various aquifer material properties. The enhanced stability of hydrogen peroxide was investigated under six scenarios with the addition of chelating reagents. The impact of a new green chelating reagent, S,S'-ethylenediaminedisuccinate (EDDS), on the stability of hydrogen peroxide in the presence of aquifer materials was experimentally examined and compared to that of the traditional and widely used chelating reagent, Ethylenediaminetetraacetic (EDTA). The results demonstrated that EDDS was able to significantly increase the stability of hydrogen peroxide, especially for aquifer materials with low TOC contents and/or high dissolvable Fe and Mn contents. Finally, to complement and expand the findings from the batch experiments, column experiments were conducted with aquifer materials from five representative sites. Each column was flushed with two types of source solutions (with or without EDDS addition) at two flow rates. The column experiments showed that the use of EDDS resulted in an earlier breakthrough and a higher stable concentration of hydrogen peroxide relative to the case without the addition of EDDS. The hydrogen peroxide decomposition rate coefficients generated from the column data were significantly higher than those generated from the batch test data and no correlation between hydrogen peroxide decomposition coefficients obtained from column and batch experiments was observed. Based on the column experimental results, a one-dimensional transport model was also calibrated to capture the hydrogen peroxide breakthrough process.
Data from bench-scale tests are routinely used to support both ISCO design and site screening, and therefore the findings from this study can be used as guidance on the utility of these tests to generate reliable and useful information. In general, the behavior of both permanganate and hydrogen peroxide in the presence of aquifer materials in batch and the column systems clearly indicates that the use of batch test data for ISCO system design is questionable since column experiments are believed to mimic in situ conditions better since column systems provide more realistic aquifer material contact. Thus the scaling relationships developed in this study provide meaningful tools to transfer information obtained from batch systems, which are widely employed in most bench-scale studies, to column systems.
Cartmell, E. "Aquifer denitrification : an experimental and modelling evaluation". Thesis, Imperial College London, 1997. http://hdl.handle.net/10044/1/7769.
Pełny tekst źródłaReid, Brian. "Energy Flow in a Floodplain Aquifer Ecosystem". The University of Montana, 2007. http://etd.lib.umt.edu/theses/available/etd-05232007-165824/.
Pełny tekst źródłaRivett, Michael Owen. "The organic contamination of the Birmingham aquifer". Thesis, University of Birmingham, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.491197.
Pełny tekst źródłaTunison, Douglas Irvin. "Streamline simulation of surfactant enhanced aquifer remediation". Thesis, Monterey, California. Naval Postgraduate School, 1996. http://hdl.handle.net/10945/31159.
Pełny tekst źródłaHard, David William. "Microbial nitrogen transformations in a chalk aquifer". Thesis, Queen's University Belfast, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.317081.
Pełny tekst źródłaWu, Cheng-Mau, Tian-Chyi J. Yeh, Tim Hau Lee, Nein-Sheng Hsu, Chu-Hui Chen i Albert Folch Sancho. "Traditional Aquifer Tests: Comparing Apples to Oranges?" Department of Hydrology and Water Resources, University of Arizona (Tucson, AZ), 2004. http://hdl.handle.net/10150/615770.
Pełny tekst źródłaKostarelos, Konstantinos. "Surfactant enhanced aquifer remediation at neutral buoyancy /". Digital version accessible at:, 1998. http://wwwlib.umi.com/cr/utexas/main.
Pełny tekst źródłaJazayeri, Shoushtari Seyed Mohammad Hossein. "Groundwater Dynamics in a Sandy Unconfined Aquifer". Thesis, Griffith University, 2016. http://hdl.handle.net/10072/367171.
Pełny tekst źródłaThesis (PhD Doctorate)
Doctor of Philosophy (PhD)
Griffith School of Engineering
Science, Environment, Engineering and Technology
Full Text
Rabjohns, Kelley. "Impact of Aquifer Heterogeneity on Geomicrobial Kinetics". Thesis, University of Oregon, 2013. http://hdl.handle.net/1794/13270.
Pełny tekst źródłaHöyng, Dominik [Verfasser], i Peter [Akademischer Betreuer] Grathwohl. "Development and Modelling of a High-Resolution Aquifer Analog in the Guarani Aquifer (Brazil) / Dominik Höyng ; Betreuer: Peter Grathwohl". Tübingen : Universitätsbibliothek Tübingen, 2014. http://d-nb.info/1196802580/34.
Pełny tekst źródłaTrein, Heinz Alfredo [UNESP]. "A implicação antrópica na qualidade dos recursos hídricos subterrâneos da bacia hidrográfica do rio Urussanga - SC". Universidade Estadual Paulista (UNESP), 2008. http://hdl.handle.net/11449/102930.
Pełny tekst źródłaEsta tese apresenta os resultados dos estudos geológicos, hidrogeológicos, hidroquímicos, das fontes de poluição e do cadastramento de fontes de água subterrânea da área correspondente à bacia hidrográfica do rio Urussanga, Estado de Santa Catarina. A Bacia do Rio Urussanga apresenta uma rede de drenagem de 1064 km de extensão, abrangendo uma área de 580 km² com densidade média de drenagem de 1,83 (km/km2), e é formada pela junção dos rios Carvão e Maior. e outros tributários, destacando-se os seguintes rios: América, Caeté, Vermelho, Cocal, Ronco D´Água, Três Ribeirões, Cocalzinho, Ribeirão da Areia, entre outros. No mapeamento hidrogeológico foram identificados 11 sistemas aqüíferos, sendo 4 relacionados às rochas sedimentares gonduânicas, 1 aos sedimentos quaternários pleistocênicos, 1 relacionado às rochas basálticas cretáceas, 4 relacionados as formações sedimentares paleozóicas e um relacionado aos granitos neoproterozóicos. As atividades de mineração e de beneficiamento do carvão, as atividades industriais, a falta de rede de canalização e de tratamento de esgoto em todos os municípios e a utilização de adubos e defensivos agrícolas nas áreas cultivadas estão entre os principais fatores responsáveis pela contaminação dos recursos hídricos, degradação do solo e, conseqüentemente, pelo comprometimento ambiental de grande parte da área desta bacia hidrográfica.
This work presents the results regarding the geological, hydrogeological and hydrochemical surveys carried out in the area of Urussanga Hydrographic Basin. It also shows the data related to the pollution sources and the number of groundwater explotation spots in the referred basin. The Urussanga Hydrographic Basin has na drainage extension of 1064 km , covering 580 km² in área with a average drainage density of 1,83 (km/km2).It is formed by the junction of the rivers Carvão and Maior. Other trybutaries are also important: América, Caeté, Vermelho, Cocal, Ronco D´Água, Três Ribeirões, Cocalzinho, Ribeirão da Areia, between others little more. Regarding the structural aspects, we have concluded that the most important elements are the faults. The results off physic-chemical analysis of groundwater carried out along this study and in previous works have given us the hydrochemical classification of the different aquifer systems present in this basin.. Coal mining and treatment activities as well as industrial activities, the lack of drainage, the use of fertilizers and pesticides in the crops are the main responsible factors for water ressources contamination and soil degradation in this area. As a consequence, a large portion of the Urussanga Hydrographic Basin is in a bad environmental situation.
Matengu, Brian Munihango. "Groundwater assessment and sustainable management of the coastal alluvial aquifers in Namib Desert, Namibia: Omdel Aquifer as case study". University of Western Cape, 2020. http://hdl.handle.net/11394/7852.
Pełny tekst źródłaThe study addressed the groundwater assessment and sustainable management of the coastal alluvial aquifers in Namib Desert, the Omaruru River Delta Aquifer (Omdel Aquifer) was used as a case study. Sustainable utilization of groundwater in parts of hyper-arid Sub-Saharan Africa, like the Namib Desert, is always a challenge due to lack of resources and data. Understanding of hydrogeological characteristics of the Omaruru Delta Aquifer System is a pre-requisite for the management of groundwater supply in the Central Namib area (Namib Desert). For the Omdel Aquifer in the Omaruru catchment, Namibia, issues to investigate include the lack of information on the geology and hydrogeological setting, the hydraulic properties and geometry of the aquifer at the inflow and outflow sections, groundwater recharge conditions upstream of the aquifer, and the impact of artificial recharge.
Currens, Benjamin J. "DEUTERIUM AND OXYGEN-18 DIFFUSION IN A CONFINED AQUIFER: A NUMERICAL MODEL OF STABLE ISOTOPE DIFFUSION ACROSS AQUITARD-AQUIFER BOUNDARIES". UKnowledge, 2016. http://uknowledge.uky.edu/ees_etds/40.
Pełny tekst źródłaThomas, Abraham. "A geographic information system methodology for modelling urban groundwater recharge and pollution". Thesis, University of Birmingham, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.248814.
Pełny tekst źródłaHansen, Douglas Dale. "Analytic modeling of leakage in confined aquifer systems /". Diss., ON-CAMPUS Access For University of Minnesota, Twin Cities Click on "Connect to Digital Dissertations", 2002. http://www.lib.umn.edu/articles/proquest.phtml.
Pełny tekst źródłaJiménez, Martínez Joaquin. "Aquifer recharge from intensively irrigated farmland: several approaches". Doctoral thesis, Universitat Politècnica de Catalunya, 2010. http://hdl.handle.net/10803/6267.
Pełny tekst źródłaEnsayos en campo, incluyendo diferentes tipos de cultivo y prácticas agrícolas, son llevados a cabo en al área del Campo de Cartagena, sureste de España, una región semi-árida donde la agricultura intensiva es el principal uso de suelo. El desarrollo de metodologías con observaciones en el medio saturado y no saturado, junto con la modelación numérica, fueron usados para mejorar la compresión de los procesos que controlan la recarga a partir de zonas intensamente regadas. Las aproximaciones desarrolladas pueden ser resumidas como sigue:
Ensayo de campo a lo largo de seiscientos días bajo cultivos hortícolas anuales y riego por goteo. La distribución del contenido de agua en la zona de raíces y bajo esta fue simulada considerando un modelo de flujo no saturado. El contenido de agua y la succión fueron medidos a diferentes profundidades y empleados para la calibración y validación del modelo.
Ensayo de trazador (tritio) en campo en una parcela experimental con riego por goteo y cultivos hortícolas anuales durante cuatrocientos treinta días. El movimiento de trazador a lo largo del perfil de suelo fue simulado considerando transporte multifásico. Los perfiles de concentración de trazador, a partir de un espaciado y limitado número de muestras destructivas, fueron usados para calibrar y validar el modelo.
Experimento de larga duración (nueve años hidrológicos) para diferentes tipos de cultivo: cultivos hortícolas anuales, cultivos hortícolas perennes y árboles frutales. La recarga producida por cada tipo de cultivo fue estimada a partir del balance de agua en suelo, zona no saturada y acuífero. Las fluctuaciones del nivel freático registradas a lo largo del mencionado periodo fueron usadas para calibrar y validar el modelo. Esta experiencia permitió evaluar la fiabilidad de las estimaciones de recarga a partir de las otras dos metodologías previas (a corto plazo) para el tipo de cultivo coincidente (cultivos hortícolas anuales).
Para las tres aproximaciones, el cubrimiento de suelo por las plantas y el crecimiento de raíces han sido incluidos en la condición de contorno superior. La evapotranspiración se ha dividido en evaporación y transpiración como una función del índice de área de hoja, y es limitada por el contenido de agua en el suelo. La transpiración a su vez ha sido distribuida a través del perfil de suelo como una función del contenido de agua y profundidad de raíces.
Valores similares de recarga han sido obtenidos a partir de las tres técnicas, aunque el modelo de flujo no saturado la sobreestima ligeramente. La evapotranspiración real fue siempre más baja que la potencial, ya que el contenido de agua en suelo fue insuficiente para mantener la extracción de agua por parte de las raíces, a pesar de la alta frecuencia de riego. Aunque las prácticas agrícolas por parte de los agricultores son las correctas, con una alta eficiencia de riego, se obtuvieron altos valores de recarga. La lluvia es distribuida de manera irregular en unos pocos eventos intensivos, algo por otro lado muy común en regiones semi-áridas, lo que contribuye de manera significativa a la percolación profunda, debido al constante alto contenido de humedad en el suelo.
In the past decades a large body of literature has focused on the assessment of the natural recharge and parameters of control (including climate, vegetation, soils, and topography). On the contrary, only few papers focused on aquifer recharge from intensively irrigated farmland. Although findings have improved the understanding of recharge phenomena, they still fail to characterize many features of aquifer recharge from the mentioned land use. In this context, the aims of this thesis are: (i) to improve the understanding of aquifer recharge from intensively irrigated farmland, and (ii) to provide new tools for its characterization. Also, this thesis provides a framework that can be easily used by practitioners to infer quantitative information.
Field tests, including different crop types and agricultural management, were carried out in the Campo de Cartagena area of southeast Spain, a semi-arid region where intensive irrigated agriculture is prevalent. The development of methodologies, with field observations in both saturated and unsaturated media, along with the application of numerical modelling were used to understand the processes governing the recharge from irrigated farmland. The developed approaches can be summarized as follows:
A field experiment with annual row crops and drip irrigation. Soil moisture dynamics through the root zone and below were simulated from unsaturated flow approach. Soil moisture and pressure head data at different depths were recorded along six hundred days for model calibration and prediction.
A tracer test (tritium) in field along four hundred thirty days. The test was carried out in an experimental plot with drip irrigation and annual row crops. The tracer transport in soil was simulated considering a multiphase approach. Tracer concentration profiles, from a limited and sparse number of destructive samples, were used to calibrate and validate the modelling approach.
A long-term field experiment (based on nine hydrologic years) for different crop types, annual row crops, perennial vegetables and fruit trees. The recharge produced from each crop type was estimated from a water balance approach, including soil, vadose zone and aquifer. Water table fluctuations, recorded along the mentioned period, were used for model calibration and predictions. This long-term approach permits to evaluate recharge estimates reliability of the two previous methodologies (short-term) for the type of crop overlapped (annual row crops).
For the three approaches, ground cover and root depth are assumed as upper boundary conditions. Evapotranspiration is allocated to evaporation and transpiration as a function of leaf-area-index and is limited by soil moisture content; transpiration is distributed through the soil profile as a function of soil moisture and root depth.
Similar recharge values have been obtained from the three techniques, although the unsaturated flow approach slightly overestimates values. Actual evapotranspiration was always lower than potential evapotranspiration, because soil moisture was insufficient to sustain the potential uptake, despite high irrigation frequency. Although the agricultural practices from farmers are sound, high irrigation efficiency, high recharge values are achieved. Rainfall is unevenly distributed into a few intensive events, likewise very common in semi-arid regions, and it meaningfully contributes to deep percolation, due to consistently high soil water content.
Yagbasan, Ozlem. "Modeling Of Mogan And Eymir Lakes Aquifer System". Phd thesis, METU, 2007. http://etd.lib.metu.edu.tr/upload/12608456/index.pdf.
Pełny tekst źródłabudgets, (2) to assess the potential impacts of upstream reservoirs on lake levels, and (3) to determine effects of potential climatic change on lakes and groundwater levels in the basin. Available data have been used to develop a conceptual model of the system. The three dimensional groundwater model (MODFLOW) has been developed for the system. The model has been calibrated successfully under transient conditions over a period of six years using monthly periods. The results show that groundwater inflows and outflows have the lowest contribution to the overall lakes&rsquo
budget. A sensitivity analysis was conducted to determine the limits within which the regional parameters may vary. Three groundwater management scenarios had been developed. The results show that the upstream reservoirs have a significant effect on lake stages but not on groundwater levels. A trade-off curve between the amount of water released and the average stage in Lake Mogan has been developed. The continuation of the existing average conditions shows that there would be declines in groundwater elevations in areas upstream from Lake Mogan and downstream from Lake Eymir. The results also indicated that very small, but long-term changes to precipitation and temperature have the potential to cause significant declines in groundwater and lake levels.
Munn, Nigel Duoglas Kenneth. "Effluent Dispersal to the Chalk Aquifer in Hampshire". Thesis, University of Brighton, 2009. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.506513.
Pełny tekst źródłaNicol, Ryan Charles Smith. "Hydrogeology of the Cromwell Terrace Aquifer, Central Otago". Thesis, University of Canterbury. Geological Sciences, 2011. http://hdl.handle.net/10092/6431.
Pełny tekst źródłaHaaken, Klaus [Verfasser]. "Applied hydrogeophysics for managed aquifer recharge / Klaus Haaken". Bonn : Universitäts- und Landesbibliothek Bonn, 2018. http://d-nb.info/1154485927/34.
Pełny tekst źródłaRoberts, Shawn Conrad. "Surface/groundwater interactions in the Lincolnshire limestone aquifer". Thesis, University College London (University of London), 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.313820.
Pełny tekst źródłaKhachikian, Crist Simon. "Sorption of chlorinated solvents in a sandy aquifer". Thesis, Massachusetts Institute of Technology, 1996. http://hdl.handle.net/1721.1/40161.
Pełny tekst źródłaIncludes bibliographical references (leaves 62-67).
by Crist Simon Khachikian.
M.Eng.
Hoque, M. A. "Models for managing the deep aquifer in Bangladesh". Thesis, University College London (University of London), 2010. http://discovery.ucl.ac.uk/19987/.
Pełny tekst źródłaZhu, Junfeng, i Tian-Chyi J. Yeh. "Characterization of aquifer heterogeneity using transient hydraulic tomography". Department of Hydrology and Water Resources, University of Arizona (Tucson, AZ), 2004. http://hdl.handle.net/10150/615765.
Pełny tekst źródłaBrown, Steven Robin 1961. "Unconfined aquifer recharge from water table configuration modeling". Thesis, The University of Arizona, 1986. http://hdl.handle.net/10150/191899.
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