Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/15818
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dc.coverage.spatialRain water harvestingen_US
dc.date.accessioned2014-02-12T05:43:18Z-
dc.date.available2014-02-12T05:43:18Z-
dc.date.issued2014-02-12-
dc.identifier.urihttp://hdl.handle.net/10603/15818-
dc.description.abstractIn recent decades, many countries are facing serious issues of water quantity and quality. Rainfall is the main source of water to the earth that is stored and used in the form of surface and groundwater. Groundwater is the largest reservoir of fresh water and is intensively exploited in developing countries. Natural replenishment of groundwater is a slow process and is often unable to keep pace with the excessive and continued drawl in urban areas. This results in declining groundwater levels, leading to several vexing problems. In order to over-come these serious environmental implications, it is necessary to artificially recharge the depleted groundwater aquifers. In recent times, artificial recharge techniques using rain water known as Rain Water Harvesting are practiced in many tropical countries. The concept of Rain Water Harvesting (RWH) lies in tapping the rain water where it falls. There are a variety of techniques adopted in rural and urban areas throughout the world. Widespread implementation of RWH warrants huge outlay of funds requiring an assessment of their impacts. But, there is a need to develop a comprehensive methodology to assess the impact of RWH on groundwater potential. Consequently, the specific objectives of the study are (i) to evaluate the design of implemented RWH structures: (ii) to prepare recharge response zonation mapping using cross-correlation technique: (iii) to study the impact of RWH on improvement in groundwater potential; and (iv) to model the groundwater dynamics by simulating the effect of RWH and to predict the future scenario. The study is taken up in Chennai, the coastal urban area in India, where major RWH implementation has taken place during the year 2003. The specific area chosen is that of 12 sub-watersheds between rivers Adyar and Cooum. For the purpose of comparing the relative performance of RWH in different areas, three distinct watersheds influenced by urban developments viz. i) Coastal urban watershed (ii) Dense urban watershed and (iii) Less dense sub-urbaen_US
dc.format.extentxxii, 193p.en_US
dc.languageEnglishen_US
dc.relationp.181-191en_US
dc.rightsuniversityen_US
dc.titleImpact assessment of rain water harvesting in an urban environmenten_US
dc.title.alternativeen_US
dc.creator.researcherJebamalar Aen_US
dc.subject.keywordCivil Engineeringen_US
dc.subject.keywordGroundwateren_US
dc.subject.keywordHydrologyen_US
dc.subject.keywordRain water harvestingen_US
dc.description.noteen_US
dc.contributor.guideRavikumar Gen_US
dc.publisher.placeChennaien_US
dc.publisher.universityAnna Universityen_US
dc.publisher.institutionFaculty of Civil Engineeringen_US
dc.date.registeredn.d.en_US
dc.date.completed01/06/2012en_US
dc.date.awardeden_US
dc.format.dimensions24cmen_US
dc.format.accompanyingmaterialNoneen_US
dc.source.universityUniversityen_US
dc.type.degreePh.D.en_US
Appears in Departments:Faculty of Civil Engineering

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02_certificates.pdf52.07 kBAdobe PDFView/Open
03_abstracts.pdf70.54 kBAdobe PDFView/Open
04_acknowledgements.pdf63.66 kBAdobe PDFView/Open
05_contents.pdf115.38 kBAdobe PDFView/Open
06_chapter 1.pdf135.62 kBAdobe PDFView/Open
07_chapter 2.pdf261.78 kBAdobe PDFView/Open
08_chapter 3.pdf5.02 MBAdobe PDFView/Open
09_chapter 4.pdf189.26 kBAdobe PDFView/Open
10_chapter 5.pdf23.1 MBAdobe PDFView/Open
11_chapter 6.pdf9.95 MBAdobe PDFView/Open
12_chapter 7.pdf4.22 MBAdobe PDFView/Open
13_chapter 8.pdf116.1 kBAdobe PDFView/Open
14_references.pdf135.38 kBAdobe PDFView/Open
15_publications.pdf60.74 kBAdobe PDFView/Open
16_vitae.pdf53.09 kBAdobe PDFView/Open


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