Study on the Efficacy of Groundwater Artificial Recharge

碩士 === 中原大學 === 土木工程研究所 === 89 === Due to the uneven rainfall distribution in Taiwan, water resources have to be supplemented by drawing underground water in many places. In some areas, the over-drawing of groundwater has resulted in a drop of the ground water table and its storage. The aim of this...

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Main Authors: Tsung-Che Weng, 翁琮哲
Other Authors: Chang, T. H.
Format: Others
Language:zh-TW
Published: 2001
Online Access:http://ndltd.ncl.edu.tw/handle/90318619597886470487
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spelling ndltd-TW-089CYCU50150222016-07-06T04:10:05Z http://ndltd.ncl.edu.tw/handle/90318619597886470487 Study on the Efficacy of Groundwater Artificial Recharge 地下水人工補注功效之探討 Tsung-Che Weng 翁琮哲 碩士 中原大學 土木工程研究所 89 Due to the uneven rainfall distribution in Taiwan, water resources have to be supplemented by drawing underground water in many places. In some areas, the over-drawing of groundwater has resulted in a drop of the ground water table and its storage. The aim of this study is to investigate effectiveness of artificial recharge methods to recharge the groundwater. The methods compared are the artificial recharge basin and ASR well. In this study, three-dimensional groundwater flow model, MODFLOW, developed by USGS is applied to model the recharge effect using different recharge methods. First, a virtual site is set up for artificial recharge basin method. Then based on the surface slope, hydraulic conductivity, area of the recharge basin and groundwater level, the infiltration and recharge effects are compared. In ASR well method, this study uses MODFLOW together with MT3DMS, a three-dimensional transportation model to investigate the recharge and drawing of groundwater of the contaminated water layer. Simulation results show that ASR well is very effective in contaminated water layer. The ASR well can recharge and store plenty of clean water in the contaminated water layer in the wet season, and this stored water can be pumped up for consumption in dry season. Chang, T. H. 張德鑫 2001 學位論文 ; thesis 108 zh-TW
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description 碩士 === 中原大學 === 土木工程研究所 === 89 === Due to the uneven rainfall distribution in Taiwan, water resources have to be supplemented by drawing underground water in many places. In some areas, the over-drawing of groundwater has resulted in a drop of the ground water table and its storage. The aim of this study is to investigate effectiveness of artificial recharge methods to recharge the groundwater. The methods compared are the artificial recharge basin and ASR well. In this study, three-dimensional groundwater flow model, MODFLOW, developed by USGS is applied to model the recharge effect using different recharge methods. First, a virtual site is set up for artificial recharge basin method. Then based on the surface slope, hydraulic conductivity, area of the recharge basin and groundwater level, the infiltration and recharge effects are compared. In ASR well method, this study uses MODFLOW together with MT3DMS, a three-dimensional transportation model to investigate the recharge and drawing of groundwater of the contaminated water layer. Simulation results show that ASR well is very effective in contaminated water layer. The ASR well can recharge and store plenty of clean water in the contaminated water layer in the wet season, and this stored water can be pumped up for consumption in dry season.
author2 Chang, T. H.
author_facet Chang, T. H.
Tsung-Che Weng
翁琮哲
author Tsung-Che Weng
翁琮哲
spellingShingle Tsung-Che Weng
翁琮哲
Study on the Efficacy of Groundwater Artificial Recharge
author_sort Tsung-Che Weng
title Study on the Efficacy of Groundwater Artificial Recharge
title_short Study on the Efficacy of Groundwater Artificial Recharge
title_full Study on the Efficacy of Groundwater Artificial Recharge
title_fullStr Study on the Efficacy of Groundwater Artificial Recharge
title_full_unstemmed Study on the Efficacy of Groundwater Artificial Recharge
title_sort study on the efficacy of groundwater artificial recharge
publishDate 2001
url http://ndltd.ncl.edu.tw/handle/90318619597886470487
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