Seepage Simulation for Nanhua Earth Dam

碩士 === 逢甲大學 === 土木及水利工程所 === 90 === We have got the monitoring datas of Nanhau earth dam. According to these monitoring datas. We got the distributions of the total head pressure and pore pressure. This study we used software package Seep2D model of the GMS to simulate stable type seepage. We compar...

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Main Authors: Chung-Fa Chen, 陳進發
Other Authors: Shaohua Marko Hsu
Format: Others
Language:zh-TW
Published: 2002
Online Access:http://ndltd.ncl.edu.tw/handle/2s5tpn
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spelling ndltd-TW-090FCU050170042018-05-10T04:22:13Z http://ndltd.ncl.edu.tw/handle/2s5tpn Seepage Simulation for Nanhua Earth Dam 南化水庫土石壩滲流分析 Chung-Fa Chen 陳進發 碩士 逢甲大學 土木及水利工程所 90 We have got the monitoring datas of Nanhau earth dam. According to these monitoring datas. We got the distributions of the total head pressure and pore pressure. This study we used software package Seep2D model of the GMS to simulate stable type seepage. We compared and explored each other crossly by the results of simulations and monitoring datas. In order to understand the differences by this two datas. The results of the simulations and monitoring datas are almost the same at up and down stream. But the errors reach to 13% at the central parts of the earth dam, the reason is the central part of the earth dam was over compacted.(during the construction of dam) Totally speaking, we proof this model can be used to simulate the dam’s seepage. This is a great assistance for the dam’s safe-assessment by simulation of the whole dam’s distributions of the pore pressure and total head pressure. Shaohua Marko Hsu 許少華 2002 學位論文 ; thesis 2 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 逢甲大學 === 土木及水利工程所 === 90 === We have got the monitoring datas of Nanhau earth dam. According to these monitoring datas. We got the distributions of the total head pressure and pore pressure. This study we used software package Seep2D model of the GMS to simulate stable type seepage. We compared and explored each other crossly by the results of simulations and monitoring datas. In order to understand the differences by this two datas. The results of the simulations and monitoring datas are almost the same at up and down stream. But the errors reach to 13% at the central parts of the earth dam, the reason is the central part of the earth dam was over compacted.(during the construction of dam) Totally speaking, we proof this model can be used to simulate the dam’s seepage. This is a great assistance for the dam’s safe-assessment by simulation of the whole dam’s distributions of the pore pressure and total head pressure.
author2 Shaohua Marko Hsu
author_facet Shaohua Marko Hsu
Chung-Fa Chen
陳進發
author Chung-Fa Chen
陳進發
spellingShingle Chung-Fa Chen
陳進發
Seepage Simulation for Nanhua Earth Dam
author_sort Chung-Fa Chen
title Seepage Simulation for Nanhua Earth Dam
title_short Seepage Simulation for Nanhua Earth Dam
title_full Seepage Simulation for Nanhua Earth Dam
title_fullStr Seepage Simulation for Nanhua Earth Dam
title_full_unstemmed Seepage Simulation for Nanhua Earth Dam
title_sort seepage simulation for nanhua earth dam
publishDate 2002
url http://ndltd.ncl.edu.tw/handle/2s5tpn
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AT chénjìnfā nánhuàshuǐkùtǔshíbàshènliúfēnxī
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