The Research on Non-Darcy flow in Fractured Rock

碩士 === 國立成功大學 === 水利及海洋工程學系 === 89 === ABSTRACT The general study of groundwater is based on Darcy’s law,it is usually valid in low velocity.However,the range of Darcy’s law is only between Reynold number 1~10 The movement of groundwater in some special geologic st...

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Main Authors: Dai Ton Shing, 戴通興
Other Authors: Liou cheng lin
Format: Others
Language:zh-TW
Published: 2001
Online Access:http://ndltd.ncl.edu.tw/handle/20366444636247561751
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spelling ndltd-TW-089NCKU00830312016-01-29T04:23:54Z http://ndltd.ncl.edu.tw/handle/20366444636247561751 The Research on Non-Darcy flow in Fractured Rock 非達西流在破裂岩體下之研究 Dai Ton Shing 戴通興 碩士 國立成功大學 水利及海洋工程學系 89 ABSTRACT The general study of groundwater is based on Darcy’s law,it is usually valid in low velocity.However,the range of Darcy’s law is only between Reynold number 1~10 The movement of groundwater in some special geologic structure,such as in the media passing through gravel undermine eroded cavity fracture and pebble,it is similar to the flow in the channel in the pipe,and its velocity is usually high. The behavior of fluid flow in fracture is very complex,the important things that we want to know are hydraulic gradient,flow velocity,and discharge. The behavior of fluid flowing below ground is concern with both of them,so combined both of Non-Darcy flow and fracture rock is the main purpose of this study ,the first approximation is achieved under many ideal condition. Liou cheng lin 劉長齡 2001 學位論文 ; thesis 80 zh-TW
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language zh-TW
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description 碩士 === 國立成功大學 === 水利及海洋工程學系 === 89 === ABSTRACT The general study of groundwater is based on Darcy’s law,it is usually valid in low velocity.However,the range of Darcy’s law is only between Reynold number 1~10 The movement of groundwater in some special geologic structure,such as in the media passing through gravel undermine eroded cavity fracture and pebble,it is similar to the flow in the channel in the pipe,and its velocity is usually high. The behavior of fluid flow in fracture is very complex,the important things that we want to know are hydraulic gradient,flow velocity,and discharge. The behavior of fluid flowing below ground is concern with both of them,so combined both of Non-Darcy flow and fracture rock is the main purpose of this study ,the first approximation is achieved under many ideal condition.
author2 Liou cheng lin
author_facet Liou cheng lin
Dai Ton Shing
戴通興
author Dai Ton Shing
戴通興
spellingShingle Dai Ton Shing
戴通興
The Research on Non-Darcy flow in Fractured Rock
author_sort Dai Ton Shing
title The Research on Non-Darcy flow in Fractured Rock
title_short The Research on Non-Darcy flow in Fractured Rock
title_full The Research on Non-Darcy flow in Fractured Rock
title_fullStr The Research on Non-Darcy flow in Fractured Rock
title_full_unstemmed The Research on Non-Darcy flow in Fractured Rock
title_sort research on non-darcy flow in fractured rock
publishDate 2001
url http://ndltd.ncl.edu.tw/handle/20366444636247561751
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