Relevant bibliographies by topics / Recharge water

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
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Academic literature on the topic 'Recharge water'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Recharge water"

1

Li, Wenliang, Qing Sun, Weiping Wang, Shisong Qu, Zhengxian Zhang, and Qiaoyi Xu. "Effective water quantity of multi-source water recharging aquifers in Yufuhe River based on groundwater and surface water semi-coupled modelling." Water Supply 19, no. 8 (August 1, 2019): 2280–87. http://dx.doi.org/10.2166/ws.2019.109.

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Abstract With rapid urbanisation, a karst water recharge area of the Jinan spring catchment was damaged. Thus, managed aquifer recharge projects were built in the western Jinan spring catchment to protect the water supply of the spring. Yufuhe River was selected as the study area to compute the effective recharge rate into karst aquifers. This strong seepage zone has a large gradient and undergoes a specific hydrogeological condition in which two strata of a gravel layer and limestone change to three strata of gravel, impermeable clay shale and limestone at the open window of the karst aquifers. A hydraulic model called HEC-RAS was applied to simulate the river stage, and a numerical groundwater model called HYDRUS-3D was adopted to simulate the groundwater mound dynamics and estimate river flow seepage into the aquifers. The effective recharge rates are 64.9%, 65.2% and 68.1% when the buried depths of groundwater are 40, 30 and 25 m. An analysis of the electric conductivity, water table, temperature and water volume data found an effective recharge rate of 68.3%. Results of field monitoring confirmed the accuracy of the numerical simulation and showed that most of the recharged water in the study reach can be effectively recharged into the karst aquifers.
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Bouwer, Herman. "Issues in artificial recharge." Water Science and Technology 33, no. 10-11 (May 1, 1996): 381–90. http://dx.doi.org/10.2166/wst.1996.0696.

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Interest in artificial recharge with normal water and sewage effluent continues to increase. Issues discussed in this paper include recharge with infiltration basins, soil-aquifer treatment of sewage effluent, potable use of water from aquifers recharged with sewage effluent, nitrogen removal, pre-treatment of sewage effluent, disinfection, well recharge, clogging parameters, superchlorination, disinfection byproducts, vadose zone wells, seepage trenches, and constructed aquifers used as intermittent sand filters.
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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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Chiew, FHS, and TA Mcmahon. "Groundwater recharge from rainfall and irrigation in the campaspe river basin." Soil Research 29, no. 5 (1991): 651. http://dx.doi.org/10.1071/sr9910651.

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Reliable estimates of groundwater recharge are required for effective evaluation of management options for salinity control and high water-tables in the Riverine Plain of south-eastern Australia. This paper provides a brief description of the integrated surface and groundwater modelling approach used to estimate regional recharge rates and presents the recharge rates estimated for the Campaspe River Basin. The integrated model is a powerful management tool as it can predict the relationship between rainfall, irrigation, recharge and rises in the water-table levels. The model predicted that approximately 15% of irrigation water recharges the shallow aquifer. Approximately 6% of rainfall contributes to recharge in the irrigated areas while 4 to 5% of rainfall becomes recharge in the dryland areas. Rainfall makes a greater contribution in the irrigation areas compared to the dryland areas because irrigation predisposes the soil to recharge from rainfall. The water-table levels in the irrigation areas are currently rising at approximately 0.14 m yr-1. This rate of rise will increase faster than the increase in irrigation applications.
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Pérez-Quezadas, Juan, Alejandra Cortés-Silva, María Del Rocío Salas-Ortega, Luis Araguás-Araguás, Pedro Morales-Puente, and Alejandro Carrillo-Chávez. "Evidencias hidrogeoquímicas e isotópicas sobre el origen del agua subterránea en la cuenca hidrográfica Río Actopan, Estado de Veracruz." Revista Mexicana de Ciencias Geológicas 34, no. 1 (April 1, 2017): 25. http://dx.doi.org/10.22201/cgeo.20072902e.2017.1.467.

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Physical-chemical, chemical and isotopic data of spring water, groundwater and river water from the Actopan basin, central Veracruz were analyzed with the purpose of determining the origin and flow of groundwater. Spring water temperature between 9.6 °C and 18.3 °C, and low electrical conductivity (<150 µS/cm) suggest local recharge. Groundwater temperature of 38.2 °C and electrical conductivity of 1542 µS/cm, 48 mg/L of Cl–, y 721 mg/L of SO42– are associated to deep flow and rock-water interaction (limestone, dolomite, gypsum/anhydrite). Concentrations of NO3– > 10 mg/L allow the identification of anthropogenic sources. Hydrogen and oxygen isotope results fit reasonable well with the Global Meteoric Water Line (GMWL, δ2H = 8 δ18O + 10) indicating that their recharge derives from local precipitation. On the basis of the observed isotope gradient with altitude (Z), (δ18O = -2.1 (Z km) - 5.56), three main groups of groundwater have been identified: 1) Evaporated water related to the precipitation in the dry season; 2) water, located on the line defined for the regional isotopic gradient, recharged during the rainy season; and 3) water recharged at levels slightly higher than its theoretical value of recharge, showing a component of deep flow and recharge from river water in the coastal plain.
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Holland, K. L., S. D. Tyerman, L. J. Mensforth, and G. R. Walker. "Tree water sources over shallow, saline groundwater in the lower River Murray, south-eastern Australia: implications for groundwater recharge mechanisms." Australian Journal of Botany 54, no. 2 (2006): 193. http://dx.doi.org/10.1071/bt05019.

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The decline of riparian vegetation in the lower River Murray, south-eastern Australia, is associated with a reduction in flooding frequency, extent and duration, and increased salt accumulation. The plant water sources of healthy Eucalyptus largiflorens trees growing over highly saline (>40 dS m–1) groundwater were investigated during summer when water deficit is greatest. The study found low-salinity soil water overlying highly saline groundwater at most sites. This deep soil water, rather than the saline groundwater, was identified as the plant water source at most sites. Stable isotopes of water and water potential measurements were used to infer how the deep soil water was recharged. The low-salinity, deep soil water was recharged in the following two ways: (1) vertically through the soil profile or via preferential flow paths by rainfall or flood waters or (2) horizontally by bank recharge from surface water on top of the saline groundwater. Vertical infiltration of rainfall and floodwaters through cracking clays was important for trees growing in small depressions, whereas infiltration of rainfall through sandy soils was important for trees growing at the break of slope. Bank recharge was important for trees growing within ∼50 m of permanent and ephemeral water bodies. The study has provided a better understanding of the spatial patterns of recharge at a scale relevant to riparian vegetation. This understanding is important for the management of floodplain vegetation growing in a saline, semi-arid environment.
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Dean, J. F., J. A. Webb, G. E. Jacobsen, R. Chisari, and P. E. Dresel. "A groundwater recharge perspective on locating tree plantations within low-rainfall catchments to limit water resource losses." Hydrology and Earth System Sciences 19, no. 2 (February 26, 2015): 1107–23. http://dx.doi.org/10.5194/hess-19-1107-2015.

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Abstract. Despite the many studies that consider the impacts of plantation forestry on groundwater recharge, and others that explore the spatial heterogeneity of recharge in low-rainfall regions, there is little marriage of the two subjects in forestry management guidelines and legislation. Here we carry out an in-depth analysis of the impact of reforestation on groundwater recharge in a low-rainfall (< 700 mm annually), high-evapotranspiration paired catchment characterized by ephemeral streams. Water table fluctuation (WTF) estimates of modern recharge indicate that little groundwater recharge occurs along the topographic highs of the catchments (average 18 mm yr−1); instead the steeper slopes in these areas direct runoff downslope to the lowland areas, where most recharge occurs (average 78 mm yr−1). Recharge estimates using the chloride mass balance (CMB) method were corrected by replacing the rainfall input Cl− value with that for streamflow, because most recharge occurs from infiltration of runoff through the streambed and adjacent low gradient slopes. The calculated CMB recharge values (average 10 mm yr−1) are lower than the WTF recharge values (average 47 mm yr−1), because they are representative of groundwater that was mostly recharged prior to European land clearance (> BP 200 years). The tree plantation has caused a progressive drawdown in groundwater levels due to tree water use; the decline is less in the upland areas. The results of this study show that spatial variations in recharge are important considerations for locating tree plantations. To conserve water resources for downstream users in low-rainfall, high-evapotranspiration regions, tree planting should be avoided in the dominant zone of recharge, i.e. the topographically low areas and along the drainage lines, and should be concentrated on the upper slopes, although this may negatively impact the economic viability of the plantation.
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Melo, Davi de Carvalho Diniz, Edson Wendland, and Rafael Chaves Guanabara. "Estimate of Groundwater Recharge Based on Water Balance in The Unsaturated Soil Zone." Revista Brasileira de Ciência do Solo 39, no. 5 (October 2015): 1336–43. http://dx.doi.org/10.1590/01000683rbcs20140740.

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ABSTRACT Groundwater management depends on the knowledge on recharge rates and water fluxes within aquifers. The recharge is one of the water cycle components most difficult to estimate. As a result, despite the chosen method, the estimates are subject to uncertainties that can be identified by means of comparison with other approaches. In this study, groundwater recharge estimates based on the water balance in the unsaturated zone is assessed. Firstly, the approach is evaluated by comparing the results with those of another method. Then, the estimates are used as inputs in a transient groundwater flow model in order to assess how the water table would respond to the obtained recharges rates compared to measured levels. The results suggest a good performance of the adopted approach and, despite some inherent limitations, it has advantages over other methods since the data required are easier to obtain.
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Toze, Simon, and Deborah Reed. "Microbial population changes during managed aquifer recharge (MAR)." Microbiology Australia 30, no. 1 (2009): 33. http://dx.doi.org/10.1071/ma09033.

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Managed aquifer recharge (MAR) is a technique that can be used to capture and store water in aquifers under managed conditions for later recovery and use for specific purposes. There is a need to predict water quality changes during MAR, particularly when recycled water is used as the recharged water. An understanding of the interaction between the geochemistry of the aquifer and the microbial population dynamics in the groundwater is important for understanding any water quality changes. A study was undertaken to monitor the changes in the microbial population and link this to changes in the geochemistry. The results obtained showed that the recharge of recycled water to aquifers causes a change in microbial population structure which has direct links to corresponding changes in geochemistry.
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Maréchal, Jean-Christophe, Madjid Bouzit, Jean-Daniel Rinaudo, Fanny Moiroux, Jean-François Desprats, and Yvan Caballero. "Mapping Economic Feasibility of Managed Aquifer Recharge." Water 12, no. 3 (March 2, 2020): 680. http://dx.doi.org/10.3390/w12030680.

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Managed aquifer recharge (MAR) constitutes a potential and promising solution to deal with several water management issues: water shortage, water level depletion, groundwater pollution, and saline water intrusion. Among others, the proper siting and cost evaluation of such a solution constitutes sources of uncertainty for the implementation of MAR schemes. In this study, we proposed a methodology for the assessment of the levelised cost of recharged water through an infiltration basin, including investment and operating costs. The method was implemented in a GIS-tool in order to build maps of levelised costs at the aquifer scale. The sensitivity analysis allows for the identification of the main natural characteristics (water quality and availability, etc.), technical (system life duration, recharge volume objective, etc.), and economic parameters (energy price, discount rate, etc.) that dominate the final cost estimate. The method was applied to a specific case study on an alluvial aquifer in Southern France. This new information on the economic feasibility of MAR scheme should be incorporated with more classical GIS-MCDA (relying on soil characteristics, aquifer storage capacity, land use, etc.) in order to properly site the system. Further information on financial and economic feedback from MAR implementation and research on the fate of recharged water are needed for a better benefits evaluation of this solution.
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Dissertations / Theses on the topic "Recharge water"

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Eden, Susanna. "Deciding to Recharge." Diss., The University of Arizona, 1999. http://hdl.handle.net/10150/191242.

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Public water policy decision making tends to be too complex and dynamic to be described fully by traditional, rational models. Information intended to improve decisions often is rendered ineffective by a failure to understand the process. An alternative, holistic description of how such decisions actually are made is presented here and illustrated with a case study. The role of information in the process is highlighted. Development of a Regional Recharge Plan for Tucson, Arizona is analyzed as the case study. The description of how decisions are made is based on an image of public water policy decision making as 1) a structured, nested network of individuals and groups with connections to their environment through their senses, mediated by their knowledge; and 2) a nonlinear process in which decisions feed back to affect the preferences and intentions of the people involved, the structure of their interactions, and the environment in which they operate. The analytical components of this image are 1) the decision makers, 2) the relevant features of their environment, 3) the structure of their interactions, and 4) the products or outputs of their deliberations. Policy decisions analyzed by these components, in contrast to the traditional analysis, disclose a new set of relationships and suggest a new view of the uses of information. In context of information use, perhaps the most important output of the decision process is a shared interpretation of the policy issue. This interpretation sets the boundaries of the issue and the nature of issue-relevant information. Participants are unlikely to attend to information incompatible with the shared interpretation. Information is effective when used to shape the issue interpretation, fill specific gaps identified as issue-relevant during the process, rationalize choices, and reshape the issue interpretation as the issue environment evolves.
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Eden, Susanna, and Donald R. Davis. "Deciding to Recharge." Department of Hydrology and Water Resources, University of Arizona (Tucson, AZ), 1999. http://hdl.handle.net/10150/615798.

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Public water policy decision making tends to be too complex and dynamic to be described fully by traditional, rational models. Information intended to improve decisions often is rendered ineffective by a failure to understand the process. An alternative, holistic description of how such decisions actually are made is presented here and illustrated with a case study. The role of information in the process is highlighted. Development of a Regional Recharge Plan for Tucson, Arizona is analyzed as the case study. The description of how decisions are made is based on an image of public water policy decision making as 1) a structured, nested network of individuals and groups with connections to their environment through their senses, mediated by their knowledge; and 2) a nonlinear process in which decisions feed back to affect the preferences and intentions of the people involved, the structure of their interactions, and the environment in which they operate. The analytical components of this image are 1) the decision makers, 2) the relevant features of their environment, 3) the structure of their interactions, and 4) the products or outputs of their deliberations. Policy decisions analyzed by these components, in contrast to the traditional analysis, disclose a new set of relationships and suggest a new view of the uses of information. In context of information use, perhaps the most important output of the decision process is a shared interpretation of the policy issue. This interpretation sets the boundaries of the issue and the nature of issue-relevant information. Participants are unlikely to attend to information incompatible with the shared interpretation. Information is effective when used to shape the issue interpretation, fill specific gaps identified as issue-relevant during the process, rationalize choices, and reshape the issue interpretation as the issue environment evolves.
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Stinson, Christian David. "Changes in Water Quality During Recharge of Central Arizona Project Water." Thesis, The University of Arizona, 1999. http://etd.library.arizona.edu/etd/GetFileServlet?file=file:///data1/pdf/etd/azu_etd_hy0011_m_sip1_w.pdf&type=application/pdf.

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Brown, 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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The potential of estimating steady recharge to deep unconfined aquifers by comparing observed water levels to the water levels produced by a series of simulated cases was examined. Finite-element simulations were performed on an idealized region to examine the sensitivity of the water table position to anisotropy, recharge, grid density, horizontal layering, and region geometry. The position of the water table was found to be particularly sensitive to region geometry, medium heterogeneity and anisotropy. A graphical method based on comparison of water levels at three observation points to simulated water levels produced a good estimate of dimensionless recharge and the anisotropy ratio. Determination of the absolute value of recharge requires accurate determination of region geometry and hydraulic conductivity so that computer simulations are representative. An analytical solution to the Boussinesq equation was found to give a poor estimate of water table position and hence recharge for this case.
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DeCook, K. J., and L. G. Wilson. "Ground-Water Recharge from Urban Runoff and Irrigation Returns." Water Resources Research Center. The University of Arizona, 2014. http://hdl.handle.net/10150/314278.

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Preliminary information on urban runoff from selected small watersheds in the Tucson area indicates that average annual runoff from the urbanized areas is more than four times as much as that of a comparable undeveloped desert area, and may be ten times as much in some individual years. The urban runoff contains relatively high concentrations of bacterial loading and dissolved organics; although it is not now known to be a seriously hazardous source of pollutants in ground water, urban runoff should be monitored with increasing urban growth, especially for content of organics, microorganisms, and trace metals. Additional study also should be given to the travel-time regime of runoff from the small tributary urban watershed to the major stream channels where recharge mainly occurs. Deep percolation from irrigation return flows was evaluated during a one -year study for the U.S. Geological Survey's "Southwest Alluvial Basin, Regional Aquifer System Assessment Program". Objectives of the study included (1) identifying sources of recharge information, (2) collecting and summarizing available recharge information, (3) identifying methods for interbasin transference of recharge values, (4) characterizing deep percolation models, and (5) itemizing methods for overcoming data gaps. Apparently there is a difference in opinion among irrigation experts on the extent to which recharge from deep percolation occurs. One reason for the difference of opinion is that field measurements of the flux and velocity components of deep percolation through the vadose zone are scarce, particularly for deep alluvial basins. Similarly, there is a need for a simple, theoretically-based model of deep percolation /recharge. Many of the data deficiencies could be overcome by conducting lumped and site-specific field studies. Such studies, although expensive, would be timely in light of the current interest in ground-water management.
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Fiaschetti, Aaron A. "Assessment of ground water exchange in two stream channels and associated riparian zones, Jocko Valley, western Montana." CONNECT TO THIS TITLE ONLINE, 2006. http://etd.lib.umt.edu/theses/available/etd-03012007-100218/.

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Alali, Emad Hussain. "Implementing a treated wastewater recharge technique and reverse osmosis unit system for water sustainability." Access citation, abstract and download form; downloadable file 37.69 Mb, 2004. http://wwwlib.umi.com/dissertations/fullcit/3131649.

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Virdi, Makhan. "Time Scale of Groundwater Recharge: A Generalized Modeling Technique." Scholar Commons, 2013. http://scholarcommons.usf.edu/etd/4786.

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Estimating the quantity of water that reaches the water table following an infiltration event is vital for modeling and management of water resources. Estimating the time scale of groundwater recharge after a rainfall event is difficult because of the dependence on nonlinear soil characteristics and variability in antecedent conditions. Modeling the flow of water through the variably saturated zone is computationally intensive since it requires simulation of Richards' equation, a nonlinear partial differential equation without a closed-form analytical solution, with parametric relationships that are difficult to approximate. Hence, regional scale coupled (surface water - groundwater) hydrological models make simplistic assumptions about the quantity and timing of recharge following infiltration. For simplicity, such models assume the quantity of recharge to be a fraction of the total rainfall and the time to recharge the saturated groundwater is scaled proportionally to the depth to water table, in lieu of simulating computationally intensive flow in the variably saturated zone. In integrated or coupled (surface water - groundwater) regional scale hydrological models, better representation of the timing and quantity of groundwater recharge is required and important for water resources management. This dissertation presents a practical groundwater recharge estimation method and relationships that predict the timing and volume accumulation of groundwater recharge to moderate to deep water table settings. This study combines theoretical, empirical, and simulation techniques to develop a relatively simple model to estimate the propagation of the soil moisture wetting front through variably saturated soil. This model estimates the time scale and progression of recharge following infiltration for a specified depth to water table, saturated hydraulic conductivity and equilibrium moisture condition. High-resolution soil moisture data from a set of experiments conducted in a laboratory soil column were used to calibrate the HYDRUS-1D model. The calibrated model was used to analyze the time scale of recharge by varying soil hydraulic properties and simulating the application of rainfall pulses of varying volume and intensities. Modeling results were used to develop an equation that relates the non-dimensional travel time of the wetting front to excess moisture moisture content above equilibrium. This research indicates that for a soil with a known retention curve, the wetting front arrival time at a given depth can be described by a power law, where the power is a function of the saturated hydraulic conductivity. This equation relates the non-dimensional travel time of the wetting front to excess moisture content above the equilibrium moisture content. Since the equilibrium moisture content is dependent on the water retention curve, the powers in the equation governing the timing of recharge depend on the saturated hydraulic conductivity for a large variation in water retention curve. Also, the power law relates recharge (normalized by applied pulse volume) to time (normalized by the time of arrival of wetting front at that depth). The resulting equations predicted the model simulated normalized (relative) recharge with root mean square errors of less than 14 percent for the tested cases.
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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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Sjöholm, Pia. "Groundwater Recharge in Jakkur Lake : Possibilities and Risks of Sewage Water Reuse." Thesis, Uppsala universitet, Luft-, vatten och landskapslära, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-208989.

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The aim of this project is to study the nitrate levels of the treated water flowing into Jakkur Lake in Bangalore, from the treatment plant situated at the inlet to the lake, and thereby evaluate the function of the lake as for secondary and tertiary wastewater treatment as well as an infiltration basin. Obtained nitrate levels are used as indicators to study the wastewater flow in the lake, and to find other possible inflows of sewage which can affect the lakes’ total treatment efficiency. A literature study is done on wetlands and on groundwater recharge through infiltration basins, and the possibility of recharging groundwater below Jakkur Lake is evaluated. Water samples are collected around and in the lake and the samples are tested for nitrate, pH and total dissolved solids. Extra focus is put on research on nitrates in water.The risks of groundwater recharge in Jakkur Lake include pollution of wells by bacteria, viruses, parasites and traces of medicine. Further geotechnical investigations need to be pursued mainly on the soil structure under and around the lake, and studies need to be performed on the retention time of the water in the lake. The technical limitations such as fluctuations in efficiency and pollutant migration must be minimized, which initially could be done by building a constructed wetland and controlling the inflow to the lake.
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Books on the topic "Recharge water"

1

Mahajan, Gautam. Ground water recharge. New Delhi: Ashish Pub. House, 1993.

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R, Scanlon Bridget, ed. Estimating groundwater recharge. Cambridge: Cambridge University Press, 2010.

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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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L, Shah Dhananjay, and ebrary Inc, eds. Water management: Conservation, harvesting and artificial recharge. New Delhi: New Age International (P) Ltd., Publishers, 2008.

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National Research Council (U.S.). Water Science and Technology Board. Committee on Ground Water Recharge in Surface-Mined Areas. Surface coal mining effects on ground water recharge. Washington, D.C: National Academy Press, 1990.

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Sinha, B. P. C. Natural ground water recharge estimation methodologies in India. Roorkee: INCOH Secretariat, 1995.

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Rutledge, A. T. Model-estimated ground-water recharge and hydrograph of ground-water discharge to a stream. Reston, Va: U.S. Dept. of the Interior, U.S. Geological Survey, 1997.

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Rutledge, A. T. Model-estimated ground-water recharge and hydrograph of ground-water discharge to a stream. Reston, Va: U.S. Dept. of the Interior, U.S. Geological Survey, 1997.

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Rutledge, A. T. Model-estimated ground-water recharge and hydrograph of ground-water discharge to a stream. Reston, Va: U.S. Dept. of the Interior, U.S. Geological Survey, 1997.

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Rutledge, A. T. Model-estimated ground-water recharge and hydrograph of ground-water discharge to a stream. Reston, Va: U.S. Dept. of the Interior, U.S. Geological Survey, 1997.

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Book chapters on the topic "Recharge water"

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Nimmo, John, David A. Stonestrom, and Richard W. Healy. "Aquifers: Recharge." In Fresh Water and Watersheds, 11–15. Second edition. | Boca Raton: CRC Press, [2020] | Revised edition of: Encyclopedia of natural resources. [2014].: CRC Press, 2020. http://dx.doi.org/10.1201/9780429441042-3.

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Maliva, Robert, and Thomas Missimer. "Wadi Recharge Evaluation." In Arid Lands Water Evaluation and Management, 293–327. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-29104-3_13.

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Maliva, Robert, and Thomas Missimer. "Managed Aquifer Recharge." In Arid Lands Water Evaluation and Management, 559–630. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-29104-3_23.

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Santos Pereira, Luis, Ian Cordery, and Iacovos Iacovides. "Groundwater Use and Recharge." In Coping with Water Scarcity, 133–74. Dordrecht: Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-1-4020-9579-5_7.

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Chandrakanth, M. G. "Relationship Between Rainfall and Recharge." In Water Resource Economics, 83–86. New Delhi: Springer India, 2015. http://dx.doi.org/10.1007/978-81-322-2479-2_5.

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Maliva, Robert, and Thomas Missimer. "Recharge Concepts and Settings." In Arid Lands Water Evaluation and Management, 187–208. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-29104-3_8.

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Maliva, Robert G. "Groundwater Recharge and Aquifer Water Budgets." In Springer Hydrogeology, 63–102. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-11084-0_4.

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Maliva, Robert G. "Anthropogenic Aquifer Recharge and Water Quality." In Springer Hydrogeology, 133–64. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-11084-0_6.

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Seiler, K. P., and J. R. Gat. "The Water Cycle." In Groundwater Recharge from Run-Off, Infiltration and Percolation, 5–29. Dordrecht: Springer Netherlands, 2007. http://dx.doi.org/10.1007/978-1-4020-5306-1_2.

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Sinha, B. P. C., and Santosh Kumar Sharma. "Natural Ground Water Recharge Estimation Methodologies in India." In Estimation of Natural Groundwater Recharge, 301–11. Dordrecht: Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-015-7780-9_18.

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Conference papers on the topic "Recharge water"

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Bhandary, H., K. Al-Fahad, M. Al-Senafy, and A. Al-Khalid. "Usage of environmental isotopes in characterizing groundwater recharge sources." In WATER POLLUTION 2012. Southampton, UK: WIT Press, 2012. http://dx.doi.org/10.2495/wp120191.

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Charan, Ankit Kumar, Shreyanjit Gupta, Sayanti Sarkar, Sayan Mitra, and Subhabrata Banerjee. "IoT based Domestic Water Recharge System." In 2020 Third International Conference on Smart Systems and Inventive Technology (ICSSIT). IEEE, 2020. http://dx.doi.org/10.1109/icssit48917.2020.9214169.

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Farooqi, M. A., G. Sudarshan, K. R. Sooryanarayana, A. Manzar, and J. Sivaramakrishnan. "Artificial Recharge Practices – Some Experimental Projects." In Integrated and Sustainable Water Management: Science and Technology. Geological Society of India, 2016. http://dx.doi.org/10.17491/cgsi/2016/95958.

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Sanjay Shukla and Fouad H Jaber. "Groundwater Recharge in Shallow Water Table Conditions." In 2005 Tampa, FL July 17-20, 2005. St. Joseph, MI: American Society of Agricultural and Biological Engineers, 2005. http://dx.doi.org/10.13031/2013.18925.

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Sherif, Mohsen, AbdelAzim Ebraheem, and Ampar Shetty. "Groundwater Recharge from Dams in United Arab Emirates." In World Environmental and Water Resources Congress 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480618.014.

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Chang, S. W., and T. P. Clement. "Analysis of Saltwater Intrusion Driven by Areal-Recharge." In World Environmental and Water Resources Congress 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41114(371)120.

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Finlayson, Don. "An Example of Artificial Recharge Correction of Subsidence." In World Water and Environmental Resources Congress 2003. Reston, VA: American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40685(2003)156.

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Krivic, J. "Risk of well water pollution from the surface of a recharge area." In WATER POLLUTION 2006. Southampton, UK: WIT Press, 2006. http://dx.doi.org/10.2495/wp060241.

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Gerlach, Stephanie, Scot S. Schlund, and Herman Bouwer. "Middle New River Watercourse Master Plan: Groundwater Recharge." In 29th Annual Water Resources Planning and Management Conference. Reston, VA: American Society of Civil Engineers, 1999. http://dx.doi.org/10.1061/40430(1999)175.

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Křeček, Josef. "WATER RESOURCES RECHARGE IN A MOUNTAIN FOREST ECOSYSTEM." In GEOLINKS 2019 Multidisciplinary International Scientific Conference. SAIMA CONSULT LTD, 2019. http://dx.doi.org/10.32008/geolinks2019/b3/v1/33.

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Reports on the topic "Recharge water"

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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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Moran, J. E. Predicting water quality changes from artificial recharge sources to nearby wellfields. Office of Scientific and Technical Information (OSTI), January 1998. http://dx.doi.org/10.2172/353387.

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Savard, C. S. Ground-water recharge in Fortymile Wash near Yucca Mountain, Nevada, 1992--1993. Office of Scientific and Technical Information (OSTI), December 1994. http://dx.doi.org/10.2172/113764.

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Karimov, A., V. Smakhtin, A. Mavlonov, V. Borisov, I. Gracheva, F. Miryusupov, J. Jumanov, T. Khamzina, R. Ibragimov, and B. Abdurahmanov. Managed aquifer recharge: the solution for water shortages in the Fergana Valley. International Water Management Institute (IWMI)., 2013. http://dx.doi.org/10.5337/2013.205.

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Rockhold, Mark L., Danielle L. Saunders, Christopher E. Strickland, Scott R. Waichler, and Ray E. Clayton. Soil Water Balance and Recharge Monitoring at the Hanford Site - FY09 Status Report. Office of Scientific and Technical Information (OSTI), September 2009. http://dx.doi.org/10.2172/992383.

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Lichty, R. W., and P. W. McKinley. Estimates of ground-water recharge rates for two small basins in central Nevada. Office of Scientific and Technical Information (OSTI), November 1995. http://dx.doi.org/10.2172/123628.

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Visser, Ate, Jean E. Moran, Michael J. Singleton, and Bradley K. Esser. California GAMA Special Study: Importance of River Water Recharge to Selected Groundwater Basins. Office of Scientific and Technical Information (OSTI), March 2016. http://dx.doi.org/10.2172/1259757.

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Savard, C. S. Estimated ground-water recharge from streamflow in Fortymile Wash near Yucca Mountain, Nevada. Office of Scientific and Technical Information (OSTI), October 1998. http://dx.doi.org/10.2172/654005.

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Fayer, Michael J., Danielle L. Saunders, Ricky S. Herrington, and Diana Felmy. Soil Water Balance and Recharge Monitoring at the Hanford Site ? FY 2010 Status Report. Office of Scientific and Technical Information (OSTI), October 2010. http://dx.doi.org/10.2172/1054490.

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A. Meijer and E. Kwicklis. GEOCHEMICAL AND ISOTOPIC CONSTRAINTS ON GROUND-WATER FLOW DIRECTIONS, MIXING AND RECHARGE AT YUCCA MOUNTAIN, NEVADA. Office of Scientific and Technical Information (OSTI), August 2000. http://dx.doi.org/10.2172/883407.

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