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Dissertations / Theses on the topic 'Ground water recharge'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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1

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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No date on item.<br>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 organ

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2

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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3

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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4

Schaffer, Mark Andrew. "Ground-water discharge and aquifer recharge zones near Four Corners, Gallatin County, Montana." Thesis, Montana State University, 2011. http://etd.lib.montana.edu/etd/2011/schaffer/SchafferM0511.pdf.

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The West Gallatin River is closed to new surface water appropriations. Montana law recognizes the potential for new ground-water developments to compromise existing surface-water rights. Determining the effects of new ground-water development upon existing surface-water users requires a detailed understanding of the hydrologic system and the surface and ground water exchanges, which is not available in the Four Corners area of Gallatin County Montana. Hydrologic data was collected during the 2006 water year. Data was collected on stream discharge, streambed hydraulic gradients, temperature, gr

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5

Choodegowda, Ravikumar B. "Modeling small reservoirs in the Great Plains to estimate overflow and ground-water recharge." Diss., Kansas State University, 2009. http://hdl.handle.net/2097/4610.

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Doctor of Philosophy<br>Department of Biological & Agricultural Engineering<br>James K. Koelliker<br>Small reservoirs catch and store water for long periods and they decrease streamflow and increase ground-water recharge. A field monitoring program provided the measured water depth for four years in several reservoirs in the Republican River Basin where there are concerns about their aggregate effects in the basin. The daily water budget operation for one reservoir was developed. Daily seepage rates were estimated by using precipitation, inflow and evaporation which was assumed equal to grass

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6

Kasper, Joshua W. "Simulated ground-water flow at the Fairmount Site, Sussex County, Delaware (USA), with implications for nitrate transport." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 145 p, 2007. http://proquest.umi.com/pqdlink?did=1253509881&Fmt=7&clientId=79356&RQT=309&VName=PQD.

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7

Lauwo, Simon Yesse. "A modeling investigation of ground and surface water fluxes for Konza Tallgrass Prairie." Thesis, Manhattan, Kan. : Kansas State University, 2007. http://hdl.handle.net/2097/470.

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8

Wilson, L. G., S. P. Neuman, A. G. Guzman, T. P. Leo, and M. D. Osborn. "Effects of Channel Stabilization in Tucson Stream Reaches on Infiltration and Ground-Water Recharge: Volume I Model Studies." Water Resources Research Center. The University of Arizona, 1987. http://hdl.handle.net/10150/306944.

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Final Report to Pima County Department of Transportation and Flood Control District, June 1987.<br>Volume I Executive Summary: The increase in extreme flood events in Tucson stream channels has led to the use of channel stabilization procedures to mitigate flood damage. These procedures include bank protection with soil cement, channel modification, and grade control structures. The channel stabilization and grade control structures are typically constructed to depths up to 20 ft below the channel bottom. Channel modification generally consists of widening and straightening channels in bank-pr

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9

Cluff, C. B., L. T. Katz, and G. L. Scovill. "Effects of Channel Stabilization in Tucson Stream Reaches on Infiltration and Ground-Water Recharge: Volume II Natural Streamflow Study." Water Resources Research Center. The University of Arizona, 1987. http://hdl.handle.net/10150/306672.

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Final Report to Pima County Department of Transportation and Flood Control District, September 1987.<br>Volume II Executive Summary: Volume I of a companion study has shown, by means of a computer model, that the use of channel stabilization with soil cement to control flood damage can reduce infiltration from natural streamflow unless the channel is widened during emplacement of the bank protection. This part of the study, Volume II, attempts to quantify the basinwide effect of channel stabilization on infiltration under the various cases studied in Volume I. It was prepared in response to Ta

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10

Olson, Kevin Laverne 1954, and Kevin Laverne 1954 Olson. "Urban stormwater injection via dry wells in Tucson, Arizona, and its effect on ground-water quality." Thesis, The University of Arizona, 1987. http://hdl.handle.net/10150/191990.

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My deepest respect and appreciation are extended to Dr. L. Gray Wilson for providing the opportunity to conduct this research, for his advice and assistance during the course of the research, and for his review of and suggestions for improving this manuscript. I would also like to thank Michael Osborn for his assistance. This research was funded by the City of Tucson. The assistance and direction provided by Mt. Bruce Johnson and Mt. Joe Babcock at Tucson Water are gratefully acknowledged. My thanks are also extended to Dr. Daniel D. Evans, Dr. L.G. Wilson, and Dr. Stanley N. Davis for serving

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11

Barger, Erin E. "Migration of Recharge Water Downgradient from the Santa Catalina Mountains into the Tucson Basin Aquifer." Thesis, The University of Arizona, 1996. http://hdl.handle.net/10150/249235.

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Aquifers in the arid alluvial basins of the southwestern U.S. are recharged predominantly by infiltration from streams within the basins and by water entering along the margins of the basins from surrounding mountains (mountain -front recharge). The Tucson Basin of Southeastern Arizona is such a basin. The Santa Catalina Mountains form the northern boundary of this basin and receive more than twice as much precipitation (about 70 cm/yr) as the basin does (about 30 cm/yr). In this study environmental isotopes were employed to investigate the migration of precipitation basinward through joints a

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12

Ould, Mohamed Saleck-Abdelkader. "Etude du fonctionnement hydrique hivernal d'un sol limono-argileux de Petite Beauce : application d'un modèle d'infiltration et incidence sur la lixiviation du nitrate." Orléans, 1995. http://www.theses.fr/1995ORLE2055.

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En petite beauce (agriculture intensive et irrigation estivale generalisee), les caracteristiques du milieu physique (faible epaisseur de la couverture de sol, permeabilite elevee des calcaires, recharge de la nappe phreatique essentiellement dependante du bilan hydrique de la couverture de sol) conferent a cette region une sensibilite particulierement elevee a la pollution diffuse d'origine agricole. Le nitrate constitue l'un des principaux facteurs de deterioration de la qualite des eaux souterraines. Dans l'optique d'une meilleure gestion de l'interculture, l'objectif de ce travail est de c

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13

Srivastava, Abhijeet. "Ground Water Replenisher: A System to Artificially Recharge Ground Water." Thesis, 2009. http://ethesis.nitrkl.ac.in/1014/1/abhijeet_10501027_thesis.pdf.

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In the present scenario, talking practically, most of the residential areas, use ground water to fulfill their day to day needs. Till now nothing significant has been done to replenish the ground water except the ‘RAIN WATER HARVESTING SYSTEM’, in which the rain water is harvested and is then directed underground. It is found that about 70-80% of the household water goes into the sewer. The sewage thus carried to the treatment plant is treated to remove the harmful contents and the treated water is either supplied back for household purposes or to some other place, like industries etc, depend

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14

Chen, Wei-Ping, and 陳尉平. "Estimate Ground-Water Recharge From Streamflow Hydrographs." Thesis, 1999. http://ndltd.ncl.edu.tw/handle/04208273694650683476.

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碩士<br>國立成功大學<br>資源工程學系<br>87<br>For investigating the balance of recharge and discharge of ground-water, the methods under mentioned are adduced. The methods are intended for analysis of the daily streamflow record of a basin where one can reasonably assume that all, or nearly all, ground water discharges to the stream except for that which is lost to riparian evapotranspiration, and where regulation and diversion of flow can be considered to be negligible. And the methods under mentioned are applied at three drainage basins, Cho-Shui Shi, Wu Shi and Pei-Kang Shi in Taiwan. The ana

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15

Chen, Jen-Te, and 陳仁德. "Influence of Ground Water Recharge in Change of Permeable Surface." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/38936913776896526198.

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碩士<br>國立成功大學<br>水利及海洋工程學系專班<br>95<br>Because of rapid pace of urbanization and economic growth, the impermeable area increased, Soil moisture conservation and groundwater recharged amount were reduced so as induced the fasten runoff during the rainfall period and flooding disaster occurred frequently. The subject of this study focus on the influences in between the surface variation and groundwater recharge amount by analyzing the corresponding data of impermeable area and then could provide the reference to authority for urban development planning and construction. The MODFLOW model develope

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16

Engott, John A. "Assessment of historic ground-water recharge in central and west Maui, Hawaiʻi". Thesis, 2006. http://hdl.handle.net/10125/20485.

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17

HSIN, HSIEH SHENG, and 謝勝信. "A Study on The Method of Ground Water Recharge in Ping-Tung Plain." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/40602065342385693152.

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碩士<br>國立屏東科技大學<br>土木工程系碩士班<br>91<br>The groundwater recharge schemes accomplished in Pingtung Plain are Chi-Yang artificial lake, Chang-Lung ASR plan, Linbien River upstream artificial lake, and a series of River-Hydraulic-Weir for water source conservation. This study focuses on the benefit analysis between above schemes and present the construction of sub-weir across the riverbed at up stream. From the analysis of the study, the effect of groundwater recharge by the construction of sub-weir at alluvial fan of Pingtung Plain is recommended. It is estimated that the invest 4,447 mi

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18

Shelby, Patrick M. "Assessment of ground water recharge and quality under agricultural production in Lane County, Oregon." Thesis, 1995. http://hdl.handle.net/1957/35237.

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Assessment of the environmental impacts of an agricultural production system requires information on both soil water quality and solute flux. Passive Capillary Samplers (PCAPS), which sample water from the vadose zone using fiber glass wicks, have shown potential to provide both flux and solute concentration in unsaturated zone sampling but have not been tested under long-term, natural, rainfall conditions. The objectives of this study are to (1) evaluate PCAPS operation under non-steady, natural rain and irrigation fed conditions, (2) determine the samplers ability to estimate recharge, and (

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19

Majumdar, Pradeep Kumar. "Modelling Of Single And Multiple Recharge Wells In Layered Aquifers." Thesis, 2007. https://etd.iisc.ac.in/handle/2005/481.

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Artificial recharge and rainwater harvesting methods are being applied for mitigating effects of groundwater depletions in severe over-drafting urban and rural situations. When the aquifer to be recharged is situated at some depth below the ground surface and topped by a semi-previous layer with a large resistance against vertical water movement, recharge wells are the most appropriate solution. Water is injected by free or forced recharge technique by maintaining constant or variable head or rate of injection in the recharge well. A review of literature, carried out in two parts, looks int

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20

Majumdar, Pradeep Kumar. "Modelling Of Single And Multiple Recharge Wells In Layered Aquifers." Thesis, 2007. http://hdl.handle.net/2005/481.

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Artificial recharge and rainwater harvesting methods are being applied for mitigating effects of groundwater depletions in severe over-drafting urban and rural situations. When the aquifer to be recharged is situated at some depth below the ground surface and topped by a semi-previous layer with a large resistance against vertical water movement, recharge wells are the most appropriate solution. Water is injected by free or forced recharge technique by maintaining constant or variable head or rate of injection in the recharge well. A review of literature, carried out in two parts, looks into

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21

Olson, Kevin Laverne. "Urban stormwater injection via dry wells in Tucson, Arizona, and its effect on ground-water quality." 1987. http://etd.library.arizona.edu/etd/GetFileServlet?file=file:///data1/pdf/etd/azu_e9791_1988_519_sip1_w.pdf&type=application/pdf.

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22

Worsnopp, Madeline Breeze. "Using radium and radon to evaluate ground water discharge and benthic exchange in upper Newport Bay, California." 2007. http://catalog.hathitrust.org/api/volumes/oclc/263028292.html.

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23

Kuo, Hung-Ting, and 郭泓霆. "A research on the estimation of hot spring recharge using ground water numerical model at Jiao-Si hot spring area." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/72730095431037831864.

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碩士<br>嘉南藥理科技大學<br>觀光事業管理系暨溫泉產業研究所<br>101<br>There are over a hundred hot spring outcrops in Taiwan and about 20 are commercialized. In recent years the hot spring industries experience rapid growths that dramatically increase the withdrawals of hot spring thermal water. First collected from 2011 to 2012 between the in situ data and monitoring data and to analyze and construct the Hot springs area hydrogeological conceptual model using MODFLOW software on groundwater flow model three-dimensional simulations, in order to meet situ hydrogeological structure and hydraulic parameters model.Spa moni

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