Relevant bibliographies by topics / Artificial groundwater recharge

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Academic literature on the topic 'Artificial groundwater recharge'

Author: Grafiati
Published: 4 June 2021
Last updated: 28 July 2024

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Journal articles on the topic "Artificial groundwater recharge"

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Wu, Peipeng, Lijuan Zhang, Bin Chang, and Shuhong Wang. "Effects of Decaying Hydraulic Conductivity on the Groundwater Flow Processes in a Managed Aquifer Recharge Area in an Alluvial Fan." Water 13, no. 12 (June 11, 2021): 1649. http://dx.doi.org/10.3390/w13121649.

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Groundwater artificial recharge and medium characteristics represent the major factors in controlling the groundwater flow processes in managed aquifer recharge areas. According to the depositional features of alluvial fans, an analogous homogeneous phreatic sand tank aquifer and the corresponding inhomogeneous scale numerical models were established to investigate the groundwater flow under the combined influence of artificial recharge (human activities) and decaying hydraulic conductivity (medium characteristics). In this study, groundwater flow through a managed aquifer recharge area in an alluvial fan was analyzed under the conditions of decaying hydraulic conductivity (K) with depth or length from apex to apron. The results showed that groundwater flow processes induced by artificial recharge were significantly controlled by the increasing decay exponents of K. The decaying K with depth or length in alluvial fan areas expanded the degree of influence of artificial recharge on groundwater flow. With the increase of decay exponents, the flow directions gradually changed from a horizontal to vertical direction. Groundwater age and spatial variability could also be increased by the increasing decay exponents. The residence time distributions (RTDs) of ambient groundwater and artificially recharged water exhibited logarithmic, exponential, and power law behavior. Penetration depth and travel times of ambient groundwater flow could be affected by artificial recharge and decay exponents. Furthermore, with the increase of decay exponents, the thickness of the artificially recharged water lens and travel times of artificially recharged water were increased. These findings have important implications for the performance of managed aquifer recharge in alluvial fan areas as well as the importance of considering the gradual decrease of K with depth and length.
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Mohammed, Shahad Shaker, Khamis Naba Sayl, and Ammar Hatem Kamel. "Ground Water Recharge Mapping in Iraqi Western Desert." International Journal of Design & Nature and Ecodynamics 17, no. 6 (December 31, 2022): 913–20. http://dx.doi.org/10.18280/ijdne.170612.

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Local climate change and water shortage led it essential to assess the amounts and locations of groundwater recharge. To keep the Iraqi Western Desert's groundwater system sustainable. A model was developed to estimate soil moisture using artificial neural networks (ANN), geographic information systems (GIS), and remote sensing (RS). The soil needed approximately 26.54% of the total amount of rainfall to saturate voids before groundwater was recharged during the study years. The amount of recharge of groundwater was estimated depending on the water balancing method. The results showed that approximately 455,306,884 m3 of rainwater during the study years was infiltrated for groundwater recharge, nearly half of the total amount of rainfall. Sandy loam soils were most leached to recharge groundwater, while loam soils were of medium rates for groundwater recharge, and silty loam soils were the lowest rates in groundwater recharge rates.
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Giri, Vedanti Arunkumar. "Artificial Ground Water Recharge Techniques." International Journal for Research in Applied Science and Engineering Technology 11, no. 7 (July 31, 2023): 432–35. http://dx.doi.org/10.22214/ijraset.2023.54612.

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bstract: Artificial groundwater recharge aims at increasing the groundwater storage by modifying the natural movement of surface water with the help of suitable structures. It is a well-planned human endeavour to increase the amount of groundwater available through structures designed to increase the natural recharge or percolation of surface water into the water table, resulting in an improvement in the amount of groundwater available for withdrawal. The main objective of this technology is to conserve and augment groundwater resources in various parts of India, which includes maintaining or diverting floodwaters, controlling saltwater intrusion, storing water to reduce pumping, and improving groundwater quality by merging with naturally occurring groundwater. In areas where artificial recharge of groundwater is required, a variety of methods can be used, including water spreading, recharge pits and wells, and many other alternatives. The choice of methods generally depends on topographic, geologic, and soil conditions, the quantity and quality of water available for recharge, and the technical and financial feasibility and social acceptability of the measure. This paper discusses various recharge methods and several issues related to artificial recharge of groundwater
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Anonymous. "Artificial recharge of groundwater." Eos, Transactions American Geophysical Union 66, no. 33 (1985): 596. http://dx.doi.org/10.1029/eo066i033p00596-04.

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Anonymous. "Artificial recharge of groundwater." Eos, Transactions American Geophysical Union 70, no. 3 (1989): 35. http://dx.doi.org/10.1029/89eo00016.

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Choi, Myoung-Rak, and Gyoo-Bum Kim. "Effects of Hybrid-Type Artificial Groundwater Recharge and Underground Barrier in a Small Basin." Water 14, no. 12 (June 8, 2022): 1849. http://dx.doi.org/10.3390/w14121849.

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Climate change is exacerbating water shortages in upstream basins in the Korean peninsula that lack agricultural water supply systems. The basin investigated in this study requires an extra 208 m3·d−1 of agricultural water during May (the busiest month for agriculture). The purpose of this study was to assess a hybrid-artificial recharge and circulation system, which was composed of a hybrid-recharge source and re-infiltration of pumped water in the field, and to estimate yield capacity by a field injection test and a numerical model. Injecting pretreated stream water for 42 d increased groundwater levels in the recharge basin. Water budget analysis in MODFLOW simulations revealed that injecting water increased groundwater levels as well as stream discharge due to the terrain’s gentle slope. To prevent downstream discharge and maintain groundwater levels after injection, we assumed the installation of an underground barrier at the basin outlet in the model, following which changes in groundwater levels and water balance were simulated. Water level was persistently maintained after a ~31-cm water level rise, and 590 m3·d−1 of water could be supplied from the collector well, which can ease water shortages. Therefore, it is necessary to develop structures to prevent recharged water escape when artificially recharging groundwater in small upstream basins. In upstream areas where reservoirs or water supply conduits are unfeasible, artificial recharge systems could solve water shortages.
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Hassan, Waqed H., and Zainab N. Ghazi. "Assessing Artificial Recharge on Groundwater Quantity Using Wells Recharge." Civil Engineering Journal 9, no. 9 (September 1, 2023): 2233–48. http://dx.doi.org/10.28991/cej-2023-09-09-010.

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In arid and semi-arid countries like Iraq, which suffer from water scarcity due to the effects of climate change and decreased surface water flow, groundwater is considered a vital source of irrigation water. This study is concerned with the influence of artificial recharge on the rehabilitation of the unconfined aquifer called Al-Dibdibba, located between the cities of Najaf and Kerbala in central Iraq around 31°550′ N and 32°450′ N and 43°300′ E and 44°300′ E. Due to excessive groundwater pumping rates for irrigation, this aquifer has suffered from groundwater decline and increased salinization during the previous 20 years. By establishing a conceptual model in the groundwater modeling system software (GMS), a numerical model was made to simulate groundwater flow. Artificial recharge using recycled water (tertiary treatment) from Kerbala's primary WWTP was carried out using 25 injection wells. The model was calibrated against historical and observed water level data for periods from 2016 to 2017. Three scenarios to predict how the aquifer would act with artificial recharge of 5%, 8%, and 10% from the total daily outflow of the WWTP in Kerbala (100000 m3/day) were studied. The calibration model met the observed values of groundwater levels with R2 = 0.989 for steady-state simulations and R2 = 0.987 for transient simulations. In the final analysis of the simulation, the results show that the maximum predicted groundwater level was raised by the injection of treated water through 25 wells by 1.05 m for 5000 m3/day, 2 m for 8000 m3/day, and 3 m for 10,000 m3/day recharge pumping rates. In addition, if water were pumped into the aquifer, it might support the development of agricultural lands covering more than 93 km2. So, artificial recharge can be considered one of the important solutions to adaptation to the effects of climate change and desertification in Iraq. Doi: 10.28991/CEJ-2023-09-09-010 Full Text: PDF
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Peters, H. J. "Artificial Recharge of Groundwater Symposium." Eos, Transactions American Geophysical Union 67, no. 8 (1986): 92. http://dx.doi.org/10.1029/eo067i008p00092-04.

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Hutasoit, Lambok M. "Kondisi Permukaan Air Tanah dengan dan tanpa peresapan buatan di daerah Bandung: Hasil Simulasi Numerik." Indonesian Journal on Geoscience 4, no. 3 (September 28, 2009): 177–88. http://dx.doi.org/10.17014/ijog.4.3.177-188.

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http://dx.doi.org/10.17014/ijog.vol4no3.20093Significant groundwater level drawdown caused by groundwater abstractions has been reported to occur in Bandung and its surrounding area. One potential method to recover the groundwater condi- tion is artifical recharge, considering high quantity of rainfall in this area. In this research, numerical simulation has been performed in order to predict groundwater condition in the next five years, if: 1) no recovery action is taken (do-nothing) (Scenario 1), and 2) artificial recharge is performed (Scenario 2). Hydrogeological condition reconstruction required for physical model development reveals that the main aquifer in the researched area is Cibeureum Formation, which comprises volcanic fans; the main aquitard is Kosambi Formation, crasisting of lake deposit, whilst the hydrogeologic basement in the research area is the Cikapundung Formation, other Quaternary volcanic rocks, except the Cibeureum Formation, and Tertiary rock units. The recharge area is the areas where the Cibeureum Formation crops out. The result of numerical simulation of Scenario 1 shows that if there is no recovery action taken on the groundwater condition, then in year 2013 the Critical Zone will increase about 116 % and the Damage Zone will increase about 570 %. The result of this scenario also shows that there will be groundwater mining in several areas in the Damage Zone with the total area of 244 km2 or 41 % of the total confined aquifer area. Result of the numerical simulation of Scenario 2 shows that the artificial recharge in the above Critical and Damage Zones will effectively recover groundwater condition in year 2013 which means is, the whole area becomes Safe Zone. The amount of the artificial recharge is about 164 million m3/year and it started from year 2009. The artificial recharge means recharge well, surface reservoir, or recharge ditch where the Cibeureum Formation crops out, or injection well where this formation does not crop out.
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Pradeepraju N, Pradeepraju N., Nagaraju D. Nagaraju D, and Sudeep S. R. Sudeep S R. "Suitable Site Selections for Artificial Recharge Structure in Bandalli Watershed. Chamaraja Nagar District, Karnataka, India Using Remote Sensing, and GIS Techniques." Current World Environment 17, no. 3 (December 30, 2022): 727–42. http://dx.doi.org/10.12944/cwe.17.3.20.

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Bandalli watershed is characterized as an arid to semi-arid region with little access to water. Water is essential for all life forms for human consumption, agriculture and industry. Artificial groundwater recharge is a process by which the groundwater scrounges is reduced at a rate almighty the augmentation rate beneath natural replenishment conditions. The work aims to understand the groundwater scenario in distinction to the geological point of view as the geology of the area concerned is the primary control of groundwater recharge and potentiality. The study began with gathering and analyzing necessary data for creating water balance and determining the best techniques for artificial recharge. The best artificial recharge sites in the vicinity have been validated. The present investigation is to find and select ideal sites for future zones to create a new shape using GIS (Geographic Information System) software version 10.8. To estimate the appropriateness of the site for artificial recharge, the model incorporated numerous criteria, various parameters slope, Lu/Lc, stream order, soil aspect and hydrology. Artificial recharge planning was calculated using runoff availability, aquifer dimension, priority locations, and local water table conditions. Most areas are undulating to recommend recharge structures, which will help the water table and the agricultural sector to augment the water harvesting to improve the groundwater.
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Dissertations / Theses on the topic "Artificial groundwater recharge"

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Al-Otaibi, Meshan Mohammad. "Artificial groundwater recharge in Kuwait : planning and management." Thesis, University of Newcastle upon Tyne, 1997. http://hdl.handle.net/10443/3581.

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Storing freshwater in brackish aquifers using artificial recharge has been predicted (using a rigorous numerical modelling technique) to be a very beneficial water management alternative for Kuwait. Two possible practices of freshwater injection and recovery have been identified. First, through a seasonal cycle, desalination plants can operate at their optimum capacity all over the year irrespective of seasonal fluctuations in water demand, and also the aquifer yield can be increased at the same time. The optimum location for this storage is suggested to be the Shigaya-B well field, mainly because of the high specific injection rates of the injection wells, and its location in a highly depleted area. The other benefit of artificial recharge to Kuwait is using the aquifer as a long-term strategic reserve for freshwater to be used later during the emergency conditions. The Shigaya-A wellfield is suggested to be the optimum site for this storage, mainly because of the high freshwater recovery efficiency, and the sufficient depth of aquifer head allowing additional build-up inside the injection wells due to well face clogging. Using a sub-regional numerical model, the optimum management variables required to inject and recover freshwater at the two types of storages have been identified, including; number and geometry of injection/recovery wells, their injection/recovery rates, and the duration of injection necessary to recover the intended quantity and quality of freshwater. Also, the recovery efficiency of freshwater storage and recovery practice has been estimated. From an analysis of freshwater injection-withdrawals field experimental data (for a single well, SU-IO), using a single-well numerical model, it was possible to quantify the clogging factor, and differentiate between its different causes. It has been found that most of the clogging occurred due to air entrapment, and not due to the formation or recharge water properties. This means that clogging during this experiment is due to a fault in the injection system, and that well injection capacity is likely to be higher if this avoided. Further modelling was implemented to devise methods for minimising displacement and quality deterioration of the artificially-recharged freshwater mound, by the regional groundwater flow, if it is stored for a long time. The preferred methods involve operation of "hydraulic gradient-control" pumping wells outside the storage area to create a zone of zero hydraulic gradient ( stagnation zone) around the stored water mound. A management model using the response matrix approach was implemented to determine the optimum pumping rates of these wells necessary to produce the intended hydraulic gradient. By the time all the usable stored water is irrecoverable without these controls (after 4 years), it was possible using this technique to recover about 55 % of this water.
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Pérez, Paricio Alfredo. "Integrated modelling of clogging processes in artificial groundwater recharge." Doctoral thesis, Universitat Politècnica de Catalunya, 2001. http://hdl.handle.net/10803/6214.

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La Recàrrega Artificial d'aqüífers és una tècnica extremadamente poderosa per optimitzar la gestió dels recursos hídrics. De cara a eliminar actituds escèptiques respecte a la seva aplicabilitat en nombroses situacions, és essencial adquirir més coneixements sobre els conceptes quantitatius més importants. Un tema crític és el de la minimització de la colmatació en dispositius de recàrrega. Atesa la extraòrdinaria importància d'aquest problema, es va efectuar una intensa recerca bibliogràfica que permetés determinar els processos bàsics que tenen lloc en la colmatació de plantes de recàrrega. Això, juntament amb la informació de tipus tecnológic subministrada per gestors de plantes de recàrrega, ha permès proposar un model matemàtic conceptual que integra els processos principals: retenció de partícules en suspensió portades per l'aigua de recàrrega, precipitació de minerals, creixement bacterià, generació de gas y compactació. Amb l'ajuda dels codis ja existents, l'esmentat model fou posteriorment incorporat a un programa d'elements finits tridimensionals que és capaç de tractar els cinc processos citats. El programa ha estat aplicat a tres casos de laboratori i a un experiment de camp amb el fi d'establir la validesa del marc conceptual adoptat.

Aquesta tesi descriu els aspectes principals del model, els seus fonaments teòrics, la implementació numèrica i l'aplicació als exemples citats. La varietat de condicions simulades i els resultats aconseguits confirmen que el programa pot reproduir de forma satisfactòria una ampli ventall de problemes de colmatació, entre les quals s'inclouen sistemes superficials (bassas) i profunds (pous), flux radial i vertical, transport reactiu multicomponent, i d'altres. Això demostra la utilitat del programa per integrar dades de naturalesa completament diferente. A pesar de les limitacions inherents a tota formulació matemàtica, la modelació integrada proporciona estimacions quantitatives del potencial colmatant. Consegüentment, pot ser considerada com a una eina bàsica per al disseny i gestió de plantes de recàrrega i, eventualment, amb un fi predictiu.
La Recarga Artificial de acuíferos es una técnica extremadamente poderosa para optimizar la gestión de los recursos hídricos. De cara a eliminar actitudes escépticas respecto a su aplicabilidad en numerosas situaciones, es esencial adquirir más conocimientos sobre los conceptos cuantitativos más importantes. Un tema crítico es el de la minimización de la colmatación en dispositivos de recarga. Dada la extraordinaria importancia de este problema, se efectuó una intensa búsqueda bibliográfica que permitiera determinar los procesos básicos que tienen lugar en la colmatación de plantas de recarga. Esto, junto con la información de tipo tecnológico suministrada por gestores de plantas de recarga, ha permitido proponer un modelo matemático conceptual que integra los procesos principales: retención de partículas en suspensión en el agua de recarga, precipitación de minerales, crecimiento bacteriano, generación de gas y compactación. Con la ayuda de códigos ya existentes, dicho modelo fue posteriormente incorporado en un programa de elementos finitos tridimensional que es capaz de tratar los cinco procesos citados. El programa ha sido aplicado a tres casos de laboratorio y a un experimento de campo con el fin de establecer la validez del marco conceptual adoptado.

Esta tesis describe los aspectos principales del modelo, sus fundamentos teóricos, la implementación numérica y la aplicación a los ejemplos citados. La variedad de condiciones simuladas y los resultados logrados confirman que el programa puede reproducir de forma satisfactoria una amplia gama de problemas de colmatación, entre las que se incluyen sistemas superficiales (balsas) y profundos (pozos), flujo radial y vertical, transporte reactivo multicomponente, y otros. Esto demuestra la utilidad del programa para integrar datos de naturaleza completamente diferente. A pesar de las limitaciones inherentes a toda formulación matemática, la modelación integrada proporciona estimaciones cuantitativas del potencial colmatante. Por consiguiente, puede ser considerada como una herramienta básica de cara al diseño y gestión de plantas de recarga y, eventualmente, de cara a la predicción.
Artificial Recharge of groundwater is an extremely powerful technique to optimise the management of water resources. In order to eliminate sceptical misconceptions concerning its applicability to numerous situations, it is essential to gain insight into the fundamental quantitative concepts. A critical point is the minimisation of clogging of the recharge device. Given the extraordinary importance of this problem, an intensive bibliographic research was conducted to determine the basic processes underlying the clogging of recharge plants. This, in combination with technological information supplied by Artificial Recharge operators, allowed to propose a conceptual mathematical model that could integrate the main processes. Attachment of suspended solids carried by recharge water, mineral precipitation, bacterial growth, gas binding and compaction of the upper soil layer were found to be determinant in clogging development. Based on existing investigation codes, such model was implemented into a three-dimensional finite element code that is able to cope with the referred mechanisms. The code was applied to three laboratory cases and to one field experiment in order to assess the validity of the adopted framework.

This thesis includes the main concepts of the model, its theoretical background, numerical implementation and the application to the referred cases. The variety of simulated conditions and the results achieved with the model confirm that the code can reproduce successfully a wide range of clogging problems, including surface (basins) and deep (wells) systems, vertical and radial flow, multiphase transport and other options. This demonstrates the usefulness of the code to integrate data which are completely different in nature. In spite of the limitations inherent to all mathematical formulations, integrated modelling provides quantitative estimates of the clogging potential. Consequently, can be considered as a basic tool for design and management of recharge plants, and, eventually, for predictive purposes.
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Miller, Cynthia Jean 1961. "Impact of artificial recharge on Tucson area groundwater quality." Thesis, The University of Arizona, 1990. http://hdl.handle.net/10150/278038.

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Results of chemical analyses revealed elevated levels of organic surrogate parameters which included dissolved organic carbon, trihalomethanes, total organic halides, and UV absorbance in Tucson groundwater impacted by artificial recharge activity. Inorganic parameters associated with recharge water were also elevated in Tucson groundwater impacted by artificial recharge. The mobility of organochlorine during deep well injection of chlorinated Colorado River Water into the Las Vegas Valley aquifer was also investigated. The Las Vegas Valley aquifer was found to have little sorptive capacity for organo-chlorine.
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Saunders, Robert J. "Artificial Recharge of Groundwater as a Water Management Option for Eastern Maine." Fogler Library, University of Maine, 2001. http://www.library.umaine.edu/theses/pdf/SaundersRJ2001.pdf.

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Herndon, Roy Lee. "Hydrogeology of Butler Valley, Arizona an artificial recharge and ground-water storage prefeasibility study /." Thesis, The University of Arizona, 1985. http://etd.library.arizona.edu/etd/GetFileServlet?file=file:///data1/pdf/etd/azu_e9791_1985_316_sip1_w.pdf&type=application/pdf.

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Abe, Joseph M. "Economic analysis of artificial recharge and recovery of water in Butler Valley, Arizona." Thesis, The University of Arizona, 1986. http://etd.library.arizona.edu/etd/GetFileServlet?file=file:///data1/pdf/etd/azu_e9791_1986_2_sip1_w.pdf&type=application/pdf.

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Peksezer, Ayse. "Artificial Recharge Of Groundwater In Kucuk Menderes River Basin, Turkey." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12611754/index.pdf.

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Kü
ç
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k Menderes River Basin located in western Turkey has been facing continuous groundwater level decreases for the past 30 years. In dry periods, irrigation demand is completely met by pumping from groundwater system, which reduces water levels significantly. This provides enough storage to be recharged in wet seasons when streams are running. However, increased runoff in wet season are not utilized neither for irrigation nor for recharge and lost to the Aegean Sea without being infiltrated. Hence, surface artificial recharge methods can be useful to collect excess water in recharge basins, thus allowing infiltration to increase groundwater storage in wet seasons to be later utilized in dry seasons. A 2-D groundwater model is set up by using SEEP/W software. The material functions and parameters used in the model for saturated/ unsaturated conditions are taken from previous studies. Calibration was done to check the accuracy of input data and to control the validity of model. The amount of excess water that will be collected in recharge basins was estimated from flood frequency analysis. Concerning different probabilities, different scenarios were simulated to observe the increase in groundwater levels. Simulation results suggest that significant increase in groundwater storage could be achieved by applying artificial recharge methods. In addition to recharge basins, to reinforce the effect of artificial recharge, simulations were repeated with the addition of an underground dam at downstream side of the basin. Simulation results indicate that the increase in groundwater storage is not sufficient to warrant construction of the underground dam.
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Murray, Alexander J. "Modeling Artificial Groundwater Recharge in the Santa Rosa Creek Watershed." DigitalCommons@CalPoly, 2020. https://digitalcommons.calpoly.edu/theses/2140.

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The Santa Rosa Creek Watershed is an approximately 48 mi2 large watershed located on the central coast of California. This watershed drains to the Pacific Ocean through Santa Rosa Creek as it passes through agricultural land and the town of Cambria. Historically the groundwater within the Santa Rosa Creek Watershed has been used for irrigation, municipal and domestic uses, and the creek is critical habitat steelhead trout. During dry years, there is less water for all uses. When low groundwater levels occur, water can be drawn out of the creek and into the soil, drying out steelhead habitat. Seven agricultural operators within the Santa Rosa Creek Watershed are working with a local non-profit to improve sustainability of the aquifer through artificial groundwater recharge. One of these projects includes the use of a recharge basin. This study was conducted to understand the impacts of that recharge basin on the groundwater surrounding it as well as to evaluate the site’s potential for other recharge methods. The groundwater within the site of interest was modeled using GMS to calculate head values, to determine flow directions, and to determine timings. Three different hydrogeologic layers were used to simulate an upper unconfined zone, a clay confining layer, and a confined zone. The model was calibrated to known groundwater head values throughout the site. ArcMap was used to organize and preprocess data that went into the GMS model. Elevation, hydrologic soil characteristics, boundary heads, recharge rates, evapotranspiration rates, and well locations and pumping rates datasets were all preprocessed and imported into GMS. The model showed that the water from the recharge basin does not percolate into the underlying groundwater aquifer, but it flows out of the upper unconfined layer and into the creek over time. This is caused primarily by a low hydrologic conductivity confined aquifer in the northern section of the site as well as a confining clay layer underneath the unconfined top layer. According to the model, the site may not be feasible for artificial groundwater recharge in the northern portion, but there is potential for recharge in the southern area. Further data collection could improve the model to support or dispute these findings.
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Kimblin, Richard Thomas. "Groundwater-sediment reactions in the North London aquifer system, with specific reference to artificial groundwater recharge." Thesis, University of Reading, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.315876.

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Zimmerlund, Benjamin Wayne, and Benjamin Wayne Zimmerlund. "Vadose zone characterization pertaining to artificial groundwater recharge, Southern Avra Valley, Arizona." Thesis, The University of Arizona, 2008. http://hdl.handle.net/10150/626931.

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The City of Tucson plans to construct a groundwater recharge and recovery facility in southern Avra Valley to infiltrate Central Arizona Project (CAP) water. The Southern Avra Valley Recharge and Recovery Project (SA VSARP) will initially recharge up to 60,000 acre-feet of CAP water per year. Characterization of the vadose zone is important in understanding the behavior of recharged water. Using grain-size distribution data from well cuttings, three lithologic units are defined and a 2-D vertical cross-section is developed in the area of predominant recharge. Soil samples representing each defined lithologic unit are laboratory tested for saturated and unsaturated flow parameters. Soil moisture retention data is fit to the van Genuchten equation to obtain unsaturated flow model parameters. A 1-D unsaturated flow model is developed using VSAFT2 to simulate infiltration of CAP water through the vadose zone.
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Books on the topic "Artificial groundwater recharge"

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Takashi, Asano, ed. Artificial recharge of groundwater. Boston: Butterworth, 1985.

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L, Sharma M., ed. Groundwater recharge: Proceedings of the Symposium on Groundwater Recharge, Mandurah, 6-9 July, 1987. Rotterdam: A.A. Balkema, 1989.

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Rijkswaterstaat, Netherlands, ed. Groundwater infiltration with bored wells. The Hague: Rijkswaterstaat, 1985.

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Emmons, Patrick J. Preliminary assessment of potential well yields and the potential for artificial recharge of the Elm and Middle James aquifers in the Aberdeen area, South Dakota. Huron, S.D: Dept. of the Interior, U.S. Geological Survey, 1987.

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Emmons, Patrick J. Preliminary assessment of potential well yields and the potential for artificial recharge of the Elm and Middle James aquifers in the Aberdeen area, South Dakota. Huron, S.D: Dept. of the Interior, U.S. Geological Survey, 1987.

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Kimrey, Joel O. Proposed artificial recharge studies in northern Qatar. Orlando, Fla: U.S. Dept. of the Interior, Geological Survey, 1985.

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Carter, Janet M. Estimated recharge to the Madison and Minnelusa aquifers in the Black Hills area, South Dakota and Wyoming, water years 1931-98. Rapid City, S.D: U.S. Dept. of the Interior, U.S. Geological Survey, 2001.

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Carter, Janet M. Estimated recharge to the Madison and Minnelusa aquifers in the Black Hills area, South Dakota and Wyoming, water years 1931-98. Rapid City, S.D: U.S. Dept. of the Interior, U.S. Geological Survey, 2001.

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Pettyjohn, Wayne A. Introduction to artificial ground-water recharge. Ada, Okla: Robert S. Kerr Environmental Research Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, 1985.

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Carter, Janet M. Hydrologic data for 1994-96 for the Huron Project of the High Plains Ground-Water Demonstration Program. Rapid City, S.D: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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Book chapters on the topic "Artificial groundwater recharge"

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"artificial groundwater recharge." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik, 73. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_12815.

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Kacimove, Anvar, Mohsen Sherif, Ampar Shetty, and Salim Akram. "Artificial recharge of groundwater." In Arid Land Hydrogeology: In Search of a Solution to a Threatened Resource, 35–43. Taylor & Francis, 2006. http://dx.doi.org/10.1201/9781439833421.ch2.

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Volkers, B. D., and G. Roelofs. "Epe artificial recharge project." In Artificial Recharge of Groundwater, 355–57. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078500-55.

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Asano, Takashi. "Overview: Artificial Recharge of Groundwater." In Artificial Recharge of Groundwater, 3–19. Elsevier, 1985. http://dx.doi.org/10.1016/b978-0-250-40549-7.50006-0.

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Eck, M. W. J., S. M. L. Verheijden, and A. J. Vogelaar. "Maaskant Recharge Project: Monitoring and operation of the recharge system." In Artificial Recharge of Groundwater, 21–26. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078500-4.

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Oaksford, Edward T. "Artificial Recharge: Methods, Hydraulics, and Monitoring." In Artificial Recharge of Groundwater, 69–127. Elsevier, 1985. http://dx.doi.org/10.1016/b978-0-250-40549-7.50009-6.

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"Front Matter." In Artificial Recharge of Groundwater, iii. Elsevier, 1985. http://dx.doi.org/10.1016/b978-0-250-40549-7.50001-1.

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"Copyright." In Artificial Recharge of Groundwater, iv. Elsevier, 1985. http://dx.doi.org/10.1016/b978-0-250-40549-7.50002-3.

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"CONTRIBUTING AUTHORS." In Artificial Recharge of Groundwater, ix—xii. Elsevier, 1985. http://dx.doi.org/10.1016/b978-0-250-40549-7.50003-5.

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Asano, Takashi. "PREFACE." In Artificial Recharge of Groundwater, xiii—xv. Elsevier, 1985. http://dx.doi.org/10.1016/b978-0-250-40549-7.50004-7.

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Conference papers on the topic "Artificial groundwater recharge"

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Noori, Khwaja Mohammad Ashraf, and Mohammad Nasim Nasimi. "Kabul City Groundwater and Need for Artificial Recharge." In The 4th International Conference on Civil, Structural and Transportation Engineering. Avestia Publishing, 2019. http://dx.doi.org/10.11159/iccste19.215.

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Karamouz, Mohammad, Javad Teymori, Reyhaneh Rahimi, Mohammad Ali Olyaei, and Paniz Mohammadpour. "The Impact of Artificial Groundwater Recharge on Water Resources Sustainability." In World Environmental and Water Resources Congress 2018. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481417.009.

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SELVARANI, GEETHA, and SAMSON SISUPALAN. "Rejuvenate Groundwater Quality By Artificial Recharge Using GIS And Remote Sensing." In Eighth International Conference on Advances in Applied Science and Environmental Engineering - ASEE 2018. Institute of Research Engineers and Doctors, 2018. http://dx.doi.org/10.15224/978-1-63248-143-6-02.

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Al-Ruzouq, Rami, Abdallah Shanableh, Abdullah Yilmaz, Sunanda Mukherjee, and Mohamad Khalil. "Multicriteria Spatial Analysis to Map Artificial Groundwater Recharge Zones: Northern UAE." In 7th International Conference on Geographical Information Systems Theory, Applications and Management. SCITEPRESS - Science and Technology Publications, 2021. http://dx.doi.org/10.5220/0010432802550262.

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Mishra, Rajat C., Biju Chandrasekhar, and Ranjitsinh D. Naik. "Remote Sensing and GIS for Groundwater Mapping and Identification of Artificial Recharge Sites." In GeoShanghai International Conference 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41105(378)30.

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Mahdi, Fatima A., and Waqed H. Hassan. "Evaluation of the effects of artificial recharge using reclaimed water on groundwater quality." In 6TH INTERNATIONAL CONFERENCE ON ENGINEERING SCIENCES – ICES2022. AIP Publishing, 2024. http://dx.doi.org/10.1063/5.0207191.

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Shimada, J., K. Ichiyanagi, M. Kagabu, S. Saita, and K. Mori. "Effect of Artificial Recharge Using Abandoned Rice Paddies for Sustainable Groundwater Management in Kumamoto, Japan." In World Environmental And Water Resources Congress 2012. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412312.007.

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Rubyhanusha, Packiyarajan, and Lalith Rajapakse. "Estimation of Impact of Artificial Groundwater Recharge in Small Islands Using a Numerical Modeling Approach." In 2020 Moratuwa Engineering Research Conference (MERCon). IEEE, 2020. http://dx.doi.org/10.1109/mercon50084.2020.9185243.

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CARRIÓN, PAÚL, JOSUÉ BRIONES, GRICELDA HERRERA, CRISTHIAN SÁNCHEZ, and JONNY LIMÓN. "PRACTICAL ADAPTATIONS OF ANCESTRAL KNOWLEDGE FOR GROUNDWATER ARTIFICIAL RECHARGE MANAGEMENT OF MANGLARALTO COASTAL AQUIFER, ECUADOR." In SDP 2018. Southampton UK: WIT Press, 2018. http://dx.doi.org/10.2495/sdp180341.

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Liu, Yan, and Hongyan Zhu. "Notice of Retraction: Feasibility Study on Artificial Recharge of Groundwater for Sustainability in Jinghui Irrigation District." In 2011 5th International Conference on Bioinformatics and Biomedical Engineering. IEEE, 2011. http://dx.doi.org/10.1109/icbbe.2011.5780898.

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