Simulation Studies of the Inverse Problem

碩士 === 國立臺灣大學 === 生物環境系統工程學系暨研究所 === 90 === Due to the rapid development of numerical analysis and computer, scholars employ mathematical model to simulate the groundwater flow, a complex physical phenomenon. Most of the geological parameters in the model are acquired from laboratory experimentatio...

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Main Authors: Jui-Chin Hung, 洪瑞進
Other Authors: Chun-Nan Lin
Format: Others
Language:zh-TW
Published: 2002
Online Access:http://ndltd.ncl.edu.tw/handle/06070921831829586928
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spelling ndltd-TW-090NTU004040072015-10-13T14:38:19Z http://ndltd.ncl.edu.tw/handle/06070921831829586928 Simulation Studies of the Inverse Problem 受壓含水層參數反向問題之探討 Jui-Chin Hung 洪瑞進 碩士 國立臺灣大學 生物環境系統工程學系暨研究所 90 Due to the rapid development of numerical analysis and computer, scholars employ mathematical model to simulate the groundwater flow, a complex physical phenomenon. Most of the geological parameters in the model are acquired from laboratory experimentation or pumping test. However, these parameter values obtained will vary during application as a result of the disturbance and limit of the soil sample. Therefore, the purpose of this article is to inversely evaluate the parameters of model and pumping rate by observing the groundwater stage in a simulated region. This study is basis on the following assumptions:(1)The two-dimensional confined aquifer is used as the governing equation. (2) Using the Finite Element Method of triangular element to solve the governing equation. (3) Dividing into n polygonal cells, each cell owns transmissivity and storativity itself, it is homogeneous and isotropic. (4) Each node is established observation well that is known information of potential. “m” is the number of node and will get the m known potentials per time step.(5) To establish pumping wells for nodes within the boundaries.(6) Boundary flux are evaluated by using point source flux.(7)Boundary condition must be known.(8)Assuming pumping rate and boundary flux are independent of time. A linear system can be obtained by solving the governing equation using the Finite Element Method. In the solving process, determine whether there exists one unique solution according to the rank of coefficient matrix. If the matrix contains interdependent equations, pumping test can be applied. After obtaining the values of transmissivity and storativity in part of the region, continue solving the equation. Use the examples in this paper to inversely evaluate the values of transmissivity, storativity and pumping rate. By comparing these values obtained from inverse evaluation with that from normal evaluation, the error is within a 10% range, which confirms the reliability and feasibility of the method proposed in this paper. Chun-Nan Lin 林俊男 2002 學位論文 ; thesis 51 zh-TW
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description 碩士 === 國立臺灣大學 === 生物環境系統工程學系暨研究所 === 90 === Due to the rapid development of numerical analysis and computer, scholars employ mathematical model to simulate the groundwater flow, a complex physical phenomenon. Most of the geological parameters in the model are acquired from laboratory experimentation or pumping test. However, these parameter values obtained will vary during application as a result of the disturbance and limit of the soil sample. Therefore, the purpose of this article is to inversely evaluate the parameters of model and pumping rate by observing the groundwater stage in a simulated region. This study is basis on the following assumptions:(1)The two-dimensional confined aquifer is used as the governing equation. (2) Using the Finite Element Method of triangular element to solve the governing equation. (3) Dividing into n polygonal cells, each cell owns transmissivity and storativity itself, it is homogeneous and isotropic. (4) Each node is established observation well that is known information of potential. “m” is the number of node and will get the m known potentials per time step.(5) To establish pumping wells for nodes within the boundaries.(6) Boundary flux are evaluated by using point source flux.(7)Boundary condition must be known.(8)Assuming pumping rate and boundary flux are independent of time. A linear system can be obtained by solving the governing equation using the Finite Element Method. In the solving process, determine whether there exists one unique solution according to the rank of coefficient matrix. If the matrix contains interdependent equations, pumping test can be applied. After obtaining the values of transmissivity and storativity in part of the region, continue solving the equation. Use the examples in this paper to inversely evaluate the values of transmissivity, storativity and pumping rate. By comparing these values obtained from inverse evaluation with that from normal evaluation, the error is within a 10% range, which confirms the reliability and feasibility of the method proposed in this paper.
author2 Chun-Nan Lin
author_facet Chun-Nan Lin
Jui-Chin Hung
洪瑞進
author Jui-Chin Hung
洪瑞進
spellingShingle Jui-Chin Hung
洪瑞進
Simulation Studies of the Inverse Problem
author_sort Jui-Chin Hung
title Simulation Studies of the Inverse Problem
title_short Simulation Studies of the Inverse Problem
title_full Simulation Studies of the Inverse Problem
title_fullStr Simulation Studies of the Inverse Problem
title_full_unstemmed Simulation Studies of the Inverse Problem
title_sort simulation studies of the inverse problem
publishDate 2002
url http://ndltd.ncl.edu.tw/handle/06070921831829586928
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AT hóngruìjìn shòuyāhánshuǐcéngcānshùfǎnxiàngwèntízhītàntǎo
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