Relevant bibliographies by topics / Groundwater Artificial groundwater recharge Groundwater

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Academic literature on the topic 'Groundwater Artificial groundwater recharge Groundwater'

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Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Groundwater Artificial groundwater recharge Groundwater"

1

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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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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4

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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5

Asano, T. "Artificial Recharge of Groundwater with Reclaimed Municipal Wastewater: Current Status and Proposed Criteria." Water Science and Technology 25, no. 12 (June 1, 1992): 87–92. http://dx.doi.org/10.2166/wst.1992.0340.

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Current status and the proposed criteria for artificial recharge of groundwater with reclaimed municipal wastewater are discussed with special reference to controlling microbial pathogens and trace organic contaminants. The draft criteria have been developed by the State of California Interagency Water Reclamation Coordinating Committee, followed by the Groundwater Recharge Committee of the Department of Health Services (DHS). The proposed criteria are in the final review process and are expected to be adopted in late 1992 by the DHS as a part of the revised, state-wide Wastewater Reclamation Criteria. The discussions and the draft criteria presented in this paper facilitate the approval of groundwater recharge projects by identifying the nature and characteristics of groundwater recharge projects that do not jeopardize the public water supply systems including use of groundwater for potable water supply. These criteria are intended to provide uniform state-wide application of regulations on which to regulate and design groundwater recharge projects using reclaimed municipal wastewater as a source of recharge water.
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Jarraya Horriche, Faten, and Sihem Benabdallah. "Assessing Aquifer Water Level and Salinity for a Managed Artificial Recharge Site Using Reclaimed Water." Water 12, no. 2 (January 25, 2020): 341. http://dx.doi.org/10.3390/w12020341.

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This study was carried out to examine the impact of an artificial recharge site on groundwater level and salinity using treated domestic wastewater for the Korba aquifer (north eastern Tunisia). The site is located in a semi-arid region affected by seawater intrusion, inducing an increase in groundwater salinity. Investigation of the subsurface enabled the identification of suitable areas for aquifer recharge mainly composed of sand formations. Groundwater flow and solute transport models (MODFLOW and MT3DMS) were then setup and calibrated for steady and transient states from 1971 to 2005 and used to assess the impact of the artificial recharge site. Results showed that artificial recharge, with a rate of 1500 m3/day and a salinity of 3.3 g/L, could produce a recovery in groundwater level by up to 2.7 m and a reduction in groundwater salinity by as much as 5.7 g/L over an extended simulation period. Groundwater monitoring for 2007–2014, used for model validation, allowed one to confirm that the effective recharge, reaching the water table, is less than the planned values.
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D, Karunanidhi, Suresh M, Subramani T, and Anand B. "Targeting groundwater potential zones using Electrical resistivity and GIS techniques in Kadavanar Sub-basin, South India." International Journal of Civil, Environmental and Agricultural Engineering 2, no. 2 (October 30, 2020): 54–73. http://dx.doi.org/10.34256/ijceae2024.

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Geographical Information System techniques are widely used to determine suitable sites for groundwater recharge through artificial recharge techniques. The present research work is to identify suitable locations for constructing artificial recharge structures in the Kadavanar Sub-basin, South India. People in the Sub-basin mainly depend on the groundwater resources for drinking and irrigation purposes. Groundwater resources are often overexploited in many parts of this Sub-basin to meet the water demand leading to groundwater consumption. A lot of surfaces and sub-surface information and criteria are required for mapping the groundwater recharge zone. This is where the geographic information system [GIS] provides the right impetus besides the groundwater prospective zone to harness multilayered spatial data so that multi-criteria analysis is possible. This analysis integrates historic rainfall data analysis, groundwater level fluctuation, stream network, aquifer thickness, land use/land cover and basin slope. Drainage map, slope map and land use/land cover maps were prepared from satellite imageries. Vertical electrical sounding (VES) geophysical survey with Schlumberger electrode configuration was also conducted in the basin at 50 locations to map the aquifer thickness. Spatial variation maps for groundwater level and aquifer thickness were generated using GIS. Weighted aggregation method was used in this study to obtain groundwater recharge maps. Finally, multi-criteria analysis has been carried out to identify and assess the potential sites for groundwater recharge according to the associated weightages. It is established that GIS is best suited for the mapping of groundwater recharge zones. A similar study can be extended to any other hard-rock region facing water crises.
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Zhang, Chun Yan, Long Cang Shu, Bo Liu, Emmanuel Kwame Appiah-Adjei, Su Li, Ran Tang, Chun Long Cheng, and Yumei Wang. "Study on Artificial Regulation of Water Resources in West of Daqing City." Advanced Materials Research 550-553 (July 2012): 2510–14. http://dx.doi.org/10.4028/www.scientific.net/amr.550-553.2510.

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Since the development and construction of Daqing City, groundwater resource has been their main water supply source. However, over-exploitation of the groundwater is causing a series of environmental and geological problems. Thus it is essential to ensure sustainable development of groundwater and control the worsening of groundwater related environmental problems in the City. Practical scenarios of groundwater recovery based on several different water resources artificial regulation scenarios are designed to reduce exploitation after the completion of water diversion from Nen River Expansion Project. These scenarios include three different exploitation reducing scenarios and scenarios of artificial recharge based on reducing exploitation. The simulation results of Visual Modflow indicate that both reducing exploitation and artificial recharge based on reducing exploitation can accelerate the recovery of groundwater table in the confined aquifer. Considering the speed of the recovery of groundwater and the impact of reducing exploitation on domestic, industrial and agricultural utilization of water resources, artificial recharge based on reducing exploitation Scenario B is better. Under this condition, the groundwater table of the confined aquifer in the center of depression cone will be recovered by 5 to 8 m up to the end of 2020.
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Mussa, Kassim Ramadhani, Ibrahimu Chikira Mjemah, and Revocatus Lazaro Machunda. "Open-Source Software Application for Hydrogeological Delineation of Potential Groundwater Recharge Zones in the Singida Semi-Arid, Fractured Aquifer, Central Tanzania." Hydrology 7, no. 2 (May 17, 2020): 28. http://dx.doi.org/10.3390/hydrology7020028.

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This study attempted to delineate and map potential groundwater recharge zones of the Singida, semi-arid, fractured crystalline basement aquifer using open source remote sensing and GIS software. Various thematic maps such as lithology/hydrogeology, soil, land-cover/use, slope, lineament density, drainage density and rainfall distribution were integrated in QGIS software. Vector input layers were rasterized and resampled using QGIS wrap projection function to make sure that the grid cells are of the same size. Reclassification using SAGA and GRASS reclass algorithms in QGIS was carried out to realign the factor classes in a consistent scale, and reclassification to a scale of 1 to 5 was carried out to harmonize the results. The study identified a number of potential areas for groundwater recharge, groundwater exploration, groundwater development and potential areas for artificial groundwater recharge. Potential groundwater recharge zones for the Singida semi-arid fractured aquifer are restricted to areas with high lineament density, cultivated areas, grassland and flat to gentle slopes. The potential of groundwater recharge is also observed in areas with low drainage density. The delineated zones provide a good understanding of the potential recharge zones, which are a starting point for recharge zone protection. This blended approach can be utilized for carrying out suitability analysis using the weighted overlay analysis approach. Areas designated good and very good are recommended for artificial recharging structures as an alternative technique for enhancing groundwater recharge through rainwater harvesting. This will help to augment groundwater storage in this semi-arid environment.
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Wilske, Cornelia, Axel Suckow, Ulf Mallast, Christiane Meier, Silke Merchel, Broder Merkel, Stefan Pavetich, et al. "A multi-environmental tracer study to determine groundwater residence times and recharge in a structurally complex multi-aquifer system." Hydrology and Earth System Sciences 24, no. 1 (January 16, 2020): 249–67. http://dx.doi.org/10.5194/hess-24-249-2020.

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Abstract. Despite being the main drinking water resource for over 5 million people, the water balance of the Eastern Mountain Aquifer system on the western side of the Dead Sea is poorly understood. The regional aquifer consists of fractured and karstified limestone – aquifers of Cretaceous age, and it can be separated into a Cenomanian aquifer (upper aquifer) and Albian aquifer (lower aquifer). Both aquifers are exposed along the mountain ridge around Jerusalem, which is the main recharge area. From here, the recharged groundwater flows in a highly karstified aquifer system towards the east and discharges in springs in the lower Jordan Valley and Dead Sea region. We investigated the Eastern Mountain Aquifer system for groundwater flow, groundwater age and potential mixtures, and groundwater recharge. We combined 36Cl ∕ Cl, tritium, and the anthropogenic gases SF6, CFC-12 (chlorofluorocarbon) and CFC-11, while using CFC-113 as “dating” tracers to estimate the young water components inside the Eastern Mountain Aquifer system. By application of lumped parameter models, we verified young groundwater components from the last 10 to 30 years and an admixture of a groundwater component older than about 70 years. Concentrations of nitrate, simazine (pesticide), acesulfame K (ACE-K; artificial sweetener) and naproxen (NAP; drug) in the groundwater were further indications of infiltration during the last 30 years. The combination of multiple environmental tracers and lumped parameter modelling helped to understand the groundwater age distribution and to estimate recharge despite scarce data in this very complex hydrogeological setting. Our groundwater recharge rates support groundwater management of this politically difficult area and can be used to inform and calibrate ongoing groundwater flow models.
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Dissertations / Theses on the topic "Groundwater Artificial groundwater recharge Groundwater"

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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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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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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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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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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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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
ü
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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Reed, Deborah A. "Spatial and temporal biogeochemical changes of groundwater associated with managed aquifer recharge in two different geographical areas /." Connect to this title, 2007. http://theses.library.uwa.edu.au/adt-WU2008.0074.

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Books on the topic "Groundwater Artificial groundwater recharge Groundwater"

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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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Hensel, Bruce R. Natural recharge of groundwater in Illinois. Champaign, Ill: Dept. of Energy and Natural Resources, Illinois State Geological Survey, 1992.

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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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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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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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Fitzpatrick, D. J. A preliminary assessment of the potential for artificial recharge in eastern Arkansas. Little Rock, Ark: U.S. Dept. of the Interior, U.S. Geological Survey, 1990.

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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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Schneider, Brian J. Design, operation, and monitoring capability of an experimental artificial-recharge facility at East Meadow, Long Island, New York. Syosset, N.Y: U.S. Dept. of the Interior, Geological Survey, 1986.

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Book chapters on the topic "Groundwater Artificial groundwater recharge Groundwater"

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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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Donner, C., F. Remmler, N. Zullei-Seibert, U. Schöttler, and P. Grathwohl. "Improvement of artificial groundwater recharge by reactive-barrier-systems." In Groundwater 2000, 245–46. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078593-122.

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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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Hofmann, Th, D. Schenk, T. Schäfer, and U. Schöttler. "Colloidal and suspended carrier substances during the artificial recharge of groundwater." In Groundwater 2000, 95–96. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078593-48.

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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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Conference papers on the topic "Groundwater Artificial groundwater recharge Groundwater"

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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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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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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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Liu, Dong, Fanxiang Meng, and Qiang Fu. "Application of Analytic Hierarchy Process in Optimization Selection of Groundwater Artificial Recharge Methods in Sanjiang Plain." In 2009 International Conference on Management and Service Science (MASS). IEEE, 2009. http://dx.doi.org/10.1109/icmss.2009.5303631.

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Moysey, Stephen, Daniel Matz, Chiranjit Guha, Rangoori Ravindranath, Meenakshi Choudhary, and Sudershan Gangrade. "Integrating Hydrology and Geophysics to Evaluate the Impact of Artificial Recharge on Groundwater in Rural India." In Symposium on the Application of Geophysics to Engineering and Environmental Problems 2011. Environment and Engineering Geophysical Society, 2011. http://dx.doi.org/10.4133/1.3614054.

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Reports on the topic "Groundwater Artificial groundwater recharge Groundwater"

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Paradis, D., and N. Benoit. Groundwater recharge. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2016. http://dx.doi.org/10.4095/298883.

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Lyles, B., and T. Mihevc. NTS groundwater recharge study, FY 1992. Data report. Office of Scientific and Technical Information (OSTI), October 1992. http://dx.doi.org/10.2172/10123053.

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Singhroy, V., A. Bajc, and K. Molch. Identifying SAR permeability zones on groundwater recharge areas. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2004. http://dx.doi.org/10.4095/220660.

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

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Nichols, William, and Jacob B. Fullerton. Hanford Site-wide Natural Recharge Boundary Condition for Groundwater Models. Office of Scientific and Technical Information (OSTI), June 2020. http://dx.doi.org/10.2172/1632877.

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Fullerton, J. B. Hanford Site-wide Natural Recharge Boundary Condition for Groundwater Models. Office of Scientific and Technical Information (OSTI), June 2020. http://dx.doi.org/10.2172/1633785.

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Nichols, Will, and J. B. Fullerton. Hanford Site-wide Natural Recharge Boundary Condition for Groundwater Models. Office of Scientific and Technical Information (OSTI), June 2020. http://dx.doi.org/10.2172/1668414.

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Allen, Bryan. Groundwater Recharge of a Landslide: An Isotopic and Meteorological Analysis. Portland State University Library, January 2016. http://dx.doi.org/10.15760/honors.270.

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Rogers, Leah L. Optimal groundwater remediation using artificial neural networks and the genetic algorithm. Office of Scientific and Technical Information (OSTI), August 1992. http://dx.doi.org/10.2172/10102700.

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Cooper, Clay A., Ronald L. Hershey, John M. Healey, and Brad F. Lyles. Estimation of Groundwater Recharge at Pahute Mesa using the Chloride Mass-Balance Method. Office of Scientific and Technical Information (OSTI), July 2013. http://dx.doi.org/10.2172/1113247.

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