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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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 |
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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.
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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 |
work_keys_str_mv |
AT chungfachen seepagesimulationfornanhuaearthdam AT chénjìnfā seepagesimulationfornanhuaearthdam AT chungfachen nánhuàshuǐkùtǔshíbàshènliúfēnxī AT chénjìnfā nánhuàshuǐkùtǔshíbàshènliúfēnxī |
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