Analytical model for non-Darcian flow toward a partially penetrating well due to constant-rate pumping in a fractured confined aquifer

碩士 === 國立交通大學 === 環境工程系所 === 106 === This study presents a mathematical model for describing the drawdown distribution to analyze non-Darcian flow for constant-rate pumping at a partially penetrating well in a fractured confined aquifer of infinite extent. The model is developed based on the double-...

Full description

Bibliographic Details
Main Authors: Chung, Yu, 鍾渝
Other Authors: Yeh, Hund-Der
Format: Others
Language:en_US
Published: 2018
Online Access:http://ndltd.ncl.edu.tw/handle/pk3h2q
id ndltd-TW-106NCTU5515009
record_format oai_dc
spelling ndltd-TW-106NCTU55150092019-05-16T00:22:51Z http://ndltd.ncl.edu.tw/handle/pk3h2q Analytical model for non-Darcian flow toward a partially penetrating well due to constant-rate pumping in a fractured confined aquifer 考慮非達西流井部分貫穿在受壓裂隙含水層中定流量抽水之解析解 Chung, Yu 鍾渝 碩士 國立交通大學 環境工程系所 106 This study presents a mathematical model for describing the drawdown distribution to analyze non-Darcian flow for constant-rate pumping at a partially penetrating well in a fractured confined aquifer of infinite extent. The model is developed based on the double-porosity concept combined with a linearized non-Darcian flow approach using Izbash’s law. The solution of the model in Laplace domain is derived via the methods of finite Fourier cosine transform and Laplace transform. The time-domain results are numerically evaluated by the Crump scheme. Both large-time and small-time solutions for transient flow are derived based on the convolution theorem and the Bromwich integral and the steady-state solution is also developed. The existing solutions for non-Darcian flow are shown to be special cases of the present solution. The solution is then compared with the finite difference solution to verify its correctness. Also, the comparison between the present solution and exiting solution for Darcian flow reveals that the fluid exchange from the matrix blocks to the fractures occurring in the intermediate time. The effects of exchange coefficient and non-Darcian factor on the temporal drawdown are examined. Moreover, the sensitivity analysis is performed to investigate the drawdown behavior in response to the change in each of the hydraulic parameters. Finally, the present solution is coupled with the Levenberg-Marquardt algorithm to analyze two sets of field measured data for estimating the hydraulic parameters. This present solution is a useful tool in predicting the non-Darcian flow in fractured confined aquifers and determining the aquifer hydraulic parameters for double-porosity media. Yeh, Hund-Der 葉弘德 2018 學位論文 ; thesis 49 en_US
collection NDLTD
language en_US
format Others
sources NDLTD
description 碩士 === 國立交通大學 === 環境工程系所 === 106 === This study presents a mathematical model for describing the drawdown distribution to analyze non-Darcian flow for constant-rate pumping at a partially penetrating well in a fractured confined aquifer of infinite extent. The model is developed based on the double-porosity concept combined with a linearized non-Darcian flow approach using Izbash’s law. The solution of the model in Laplace domain is derived via the methods of finite Fourier cosine transform and Laplace transform. The time-domain results are numerically evaluated by the Crump scheme. Both large-time and small-time solutions for transient flow are derived based on the convolution theorem and the Bromwich integral and the steady-state solution is also developed. The existing solutions for non-Darcian flow are shown to be special cases of the present solution. The solution is then compared with the finite difference solution to verify its correctness. Also, the comparison between the present solution and exiting solution for Darcian flow reveals that the fluid exchange from the matrix blocks to the fractures occurring in the intermediate time. The effects of exchange coefficient and non-Darcian factor on the temporal drawdown are examined. Moreover, the sensitivity analysis is performed to investigate the drawdown behavior in response to the change in each of the hydraulic parameters. Finally, the present solution is coupled with the Levenberg-Marquardt algorithm to analyze two sets of field measured data for estimating the hydraulic parameters. This present solution is a useful tool in predicting the non-Darcian flow in fractured confined aquifers and determining the aquifer hydraulic parameters for double-porosity media.
author2 Yeh, Hund-Der
author_facet Yeh, Hund-Der
Chung, Yu
鍾渝
author Chung, Yu
鍾渝
spellingShingle Chung, Yu
鍾渝
Analytical model for non-Darcian flow toward a partially penetrating well due to constant-rate pumping in a fractured confined aquifer
author_sort Chung, Yu
title Analytical model for non-Darcian flow toward a partially penetrating well due to constant-rate pumping in a fractured confined aquifer
title_short Analytical model for non-Darcian flow toward a partially penetrating well due to constant-rate pumping in a fractured confined aquifer
title_full Analytical model for non-Darcian flow toward a partially penetrating well due to constant-rate pumping in a fractured confined aquifer
title_fullStr Analytical model for non-Darcian flow toward a partially penetrating well due to constant-rate pumping in a fractured confined aquifer
title_full_unstemmed Analytical model for non-Darcian flow toward a partially penetrating well due to constant-rate pumping in a fractured confined aquifer
title_sort analytical model for non-darcian flow toward a partially penetrating well due to constant-rate pumping in a fractured confined aquifer
publishDate 2018
url http://ndltd.ncl.edu.tw/handle/pk3h2q
work_keys_str_mv AT chungyu analyticalmodelfornondarcianflowtowardapartiallypenetratingwellduetoconstantratepumpinginafracturedconfinedaquifer
AT zhōngyú analyticalmodelfornondarcianflowtowardapartiallypenetratingwellduetoconstantratepumpinginafracturedconfinedaquifer
AT chungyu kǎolǜfēidáxīliújǐngbùfēnguànchuānzàishòuyālièxìhánshuǐcéngzhōngdìngliúliàngchōushuǐzhījiěxījiě
AT zhōngyú kǎolǜfēidáxīliújǐngbùfēnguànchuānzàishòuyālièxìhánshuǐcéngzhōngdìngliúliàngchōushuǐzhījiěxījiě
_version_ 1719164351136399360