Study on the relation of debris flow occurrence to grain size omposition and seepage flow
碩士 === 國立中興大學 === 水土保持研究所 === 82 === This experiment which was simulated with flume experiment, was trying to analysis the relation of debris flow occurrence with different grain size composition and seepage, which is under the view of hydraulic head. The...
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1994
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ndltd-TW-082NCHU00800212015-10-13T15:33:26Z http://ndltd.ncl.edu.tw/handle/01996224481939772116 Study on the relation of debris flow occurrence to grain size omposition and seepage flow 粒徑組成與滲流作用對土石流發生之關係探討 Tung chao-Yi 童昭溢 碩士 國立中興大學 水土保持研究所 82 This experiment which was simulated with flume experiment, was trying to analysis the relation of debris flow occurrence with different grain size composition and seepage, which is under the view of hydraulic head. The experiment conclusion expresses, estimate occurrence of debris flow in limited length slope, should be considered boundary condition, meanwhile, the fine particles of fluid and flume holding water capacity are positive relation. And consider the parameter of slope of flume( θ),porosity (n), coefficient of uniformity (Cu), the ratio of inflow velocity and seepage velocity (Kr), introduce formula of boundary layer slope of seepage. sinθi = 0.625 Kr^0.215 Cu^0.075 n^0.05 sinθ^0.60 r = 0.83θi:boundary layer slope of seepage By introducing the parameter of limited concentration,it could be used to identify the difference of debris flow and sedimemt laden. Fan-Chieh Yu 游繁結 1994 學位論文 ; thesis 70 zh-TW |
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zh-TW |
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Others
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NDLTD |
description |
碩士 === 國立中興大學 === 水土保持研究所 === 82 === This experiment which was simulated with flume experiment, was
trying to analysis the relation of debris flow occurrence with
different grain size composition and seepage, which is under
the view of hydraulic head. The experiment conclusion
expresses, estimate occurrence of debris flow in limited length
slope, should be considered boundary condition, meanwhile, the
fine particles of fluid and flume holding water capacity are
positive relation. And consider the parameter of slope of flume(
θ),porosity (n), coefficient of uniformity (Cu), the ratio of
inflow velocity and seepage velocity (Kr), introduce formula of
boundary layer slope of seepage. sinθi = 0.625 Kr^0.215
Cu^0.075 n^0.05 sinθ^0.60 r = 0.83θi:boundary layer slope
of seepage By introducing the parameter of limited
concentration,it could be used to identify the difference of
debris flow and sedimemt laden.
|
author2 |
Fan-Chieh Yu |
author_facet |
Fan-Chieh Yu Tung chao-Yi 童昭溢 |
author |
Tung chao-Yi 童昭溢 |
spellingShingle |
Tung chao-Yi 童昭溢 Study on the relation of debris flow occurrence to grain size omposition and seepage flow |
author_sort |
Tung chao-Yi |
title |
Study on the relation of debris flow occurrence to grain size omposition and seepage flow |
title_short |
Study on the relation of debris flow occurrence to grain size omposition and seepage flow |
title_full |
Study on the relation of debris flow occurrence to grain size omposition and seepage flow |
title_fullStr |
Study on the relation of debris flow occurrence to grain size omposition and seepage flow |
title_full_unstemmed |
Study on the relation of debris flow occurrence to grain size omposition and seepage flow |
title_sort |
study on the relation of debris flow occurrence to grain size omposition and seepage flow |
publishDate |
1994 |
url |
http://ndltd.ncl.edu.tw/handle/01996224481939772116 |
work_keys_str_mv |
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