The Study for the Effect of Hydrogeological Simulation by Using Geostatistical Methods
碩士 === 國立成功大學 === 資源工程學系碩博士班 === 97 === This study investigated the effects of the geostatistical simulator on the hydrogeology fields, two simulated techniques are applied: the indicator cross variogram function and transition probability function. The resulted connectivity of the flow field are e...
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ndltd-TW-097NCKU53970652016-05-04T04:26:29Z http://ndltd.ncl.edu.tw/handle/87092770724496917672 The Study for the Effect of Hydrogeological Simulation by Using Geostatistical Methods 地質統計方法對水文地質場模擬影響之研究 Yuan Liu 劉原 碩士 國立成功大學 資源工程學系碩博士班 97 This study investigated the effects of the geostatistical simulator on the hydrogeology fields, two simulated techniques are applied: the indicator cross variogram function and transition probability function. The resulted connectivity of the flow field are explored. The study area is a contaminated site in Tainan. The major integral range in horizontal direction is about 272m and the minor integral range is 50m, the vertical integral range is 5m. Using the transition probability, the high hydraulic conductivity soil continued in horizontal direction is found to be 300m and the mean length is about 700m, while the low hydraulic conductivity soil continued in horizontal direction is 100m and the mean length is 120m, and the high hydraulic conductivity soil continued in vertical direction is 5m and the mean length is 3.7m, the low hydraulic conductivity soil continued in vertical direction is 3m and the mean length is 1.2m. The simulation resulting using the transition probability are found to be with a higher connectivity which may result in a faster transport path of contamination. Kuo-Chin Hsu 徐國錦 2009 學位論文 ; thesis 77 zh-TW |
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碩士 === 國立成功大學 === 資源工程學系碩博士班 === 97 === This study investigated the effects of the geostatistical simulator on the hydrogeology fields, two simulated techniques are applied: the indicator cross variogram function and transition probability function. The resulted connectivity of the flow field are explored. The study area is a contaminated site in Tainan. The major integral range in horizontal direction is about 272m and the minor integral range is 50m, the vertical integral range is 5m. Using the transition probability, the high hydraulic conductivity soil continued in horizontal direction is found to be 300m and the mean length is about 700m, while the low hydraulic conductivity soil continued in horizontal direction is 100m and the mean length is 120m, and the high hydraulic conductivity soil continued in vertical direction is 5m and the mean length is 3.7m, the low hydraulic conductivity soil continued in vertical direction is 3m and the mean length is 1.2m. The simulation resulting using the transition probability are found to be with a higher connectivity which may result in a faster transport path of contamination.
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Kuo-Chin Hsu |
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Kuo-Chin Hsu Yuan Liu 劉原 |
author |
Yuan Liu 劉原 |
spellingShingle |
Yuan Liu 劉原 The Study for the Effect of Hydrogeological Simulation by Using Geostatistical Methods |
author_sort |
Yuan Liu |
title |
The Study for the Effect of Hydrogeological Simulation by Using Geostatistical Methods |
title_short |
The Study for the Effect of Hydrogeological Simulation by Using Geostatistical Methods |
title_full |
The Study for the Effect of Hydrogeological Simulation by Using Geostatistical Methods |
title_fullStr |
The Study for the Effect of Hydrogeological Simulation by Using Geostatistical Methods |
title_full_unstemmed |
The Study for the Effect of Hydrogeological Simulation by Using Geostatistical Methods |
title_sort |
study for the effect of hydrogeological simulation by using geostatistical methods |
publishDate |
2009 |
url |
http://ndltd.ncl.edu.tw/handle/87092770724496917672 |
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