Assaying the Hydraulic Parameter Research of the Three-Dimensional Saturation Soil In-Situ by Pumping Test

碩士 === 國立雲林科技大學 === 環境與安全工程系碩士班 === 93 === The study of the previous researches was based on the assumptions of an isotropic and homogeneous aquifer. In fact, the characteristics of a real aquifer are anisotropic and heterogeneous. In the analyzing methods of horizontal anisotropic test, hydraulic...

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Main Authors: Ho-Da Chung, 鍾和達
Other Authors: Jet-Chau Wen
Format: Others
Language:zh-TW
Published: 2005
Online Access:http://ndltd.ncl.edu.tw/handle/31462137654778207727
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spelling ndltd-TW-093YUNT56330132015-10-13T11:54:00Z http://ndltd.ncl.edu.tw/handle/31462137654778207727 Assaying the Hydraulic Parameter Research of the Three-Dimensional Saturation Soil In-Situ by Pumping Test 利用抽水試驗檢定現地三維飽和土壤水力參數研究 Ho-Da Chung 鍾和達 碩士 國立雲林科技大學 環境與安全工程系碩士班 93 The study of the previous researches was based on the assumptions of an isotropic and homogeneous aquifer. In fact, the characteristics of a real aquifer are anisotropic and heterogeneous. In the analyzing methods of horizontal anisotropic test, hydraulic scholars obtain the in-situ data from few wells that can’t represent the real horizontal anisotropic hydraulic quality of the aquifer. In the heterogeneous hydraulic test, the design of experimental instrument and the higher price of monitoring equipments both influence the feasibility of in-situ experiment. Therefore, in this study, pumping tests horizontal anisotropic and vertical heterogeneous was conducted through a group of monitoring wells established on the campus of National Yunlin University of Science and Technology to estimate hydraulic parameter in-situ aquifer. In the analysis process, the data of hydraulic properties of the aquifer taken from more than four monitoring wells were found to be better than Neuman’s (1984) three-well method. The results of this study are that the principal transmissivity (Tα) and lateral transmissivity (Tβ) are 3.30E-04 (m2/s) and 2.00E-04 (m2/s) respectively; the principal hydraulic conductivity (Kα) and lateral hydraulic conductivity (Kβ) are 1.88E-05 (m/s) and 1.25E-05 (m/s) respectively; the isotropic effective transmissivity Te is 2.40E-04 (m2/s); and the storage coefficient S is 3.22E-03. The angle between the direction (α)of anisotropic coordinates(α,β)and the axis of normal coordinates(X,Y) is 39.32 degrees clockwise from the X-axis. The result showed irregularity concerning some parts of the well distance as well as change of water level, which proves the testing field is a heterogeneous aquifer. This result showed an anisotropic characteristic of hydraulic parameters, agreeing with Bakr et al. (1978) that heterogeneous aquifers have anisotropic characteristics theoretically. The study found that the analysis of the vertical heterogeneous test reveals the lower price of the experimental instrument and equipment that the study designed can be used to discuss heterogeneous quality in the in-situ aquifer. Jet-Chau Wen 溫志超 2005 學位論文 ; thesis 113 zh-TW
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description 碩士 === 國立雲林科技大學 === 環境與安全工程系碩士班 === 93 === The study of the previous researches was based on the assumptions of an isotropic and homogeneous aquifer. In fact, the characteristics of a real aquifer are anisotropic and heterogeneous. In the analyzing methods of horizontal anisotropic test, hydraulic scholars obtain the in-situ data from few wells that can’t represent the real horizontal anisotropic hydraulic quality of the aquifer. In the heterogeneous hydraulic test, the design of experimental instrument and the higher price of monitoring equipments both influence the feasibility of in-situ experiment. Therefore, in this study, pumping tests horizontal anisotropic and vertical heterogeneous was conducted through a group of monitoring wells established on the campus of National Yunlin University of Science and Technology to estimate hydraulic parameter in-situ aquifer. In the analysis process, the data of hydraulic properties of the aquifer taken from more than four monitoring wells were found to be better than Neuman’s (1984) three-well method. The results of this study are that the principal transmissivity (Tα) and lateral transmissivity (Tβ) are 3.30E-04 (m2/s) and 2.00E-04 (m2/s) respectively; the principal hydraulic conductivity (Kα) and lateral hydraulic conductivity (Kβ) are 1.88E-05 (m/s) and 1.25E-05 (m/s) respectively; the isotropic effective transmissivity Te is 2.40E-04 (m2/s); and the storage coefficient S is 3.22E-03. The angle between the direction (α)of anisotropic coordinates(α,β)and the axis of normal coordinates(X,Y) is 39.32 degrees clockwise from the X-axis. The result showed irregularity concerning some parts of the well distance as well as change of water level, which proves the testing field is a heterogeneous aquifer. This result showed an anisotropic characteristic of hydraulic parameters, agreeing with Bakr et al. (1978) that heterogeneous aquifers have anisotropic characteristics theoretically. The study found that the analysis of the vertical heterogeneous test reveals the lower price of the experimental instrument and equipment that the study designed can be used to discuss heterogeneous quality in the in-situ aquifer.
author2 Jet-Chau Wen
author_facet Jet-Chau Wen
Ho-Da Chung
鍾和達
author Ho-Da Chung
鍾和達
spellingShingle Ho-Da Chung
鍾和達
Assaying the Hydraulic Parameter Research of the Three-Dimensional Saturation Soil In-Situ by Pumping Test
author_sort Ho-Da Chung
title Assaying the Hydraulic Parameter Research of the Three-Dimensional Saturation Soil In-Situ by Pumping Test
title_short Assaying the Hydraulic Parameter Research of the Three-Dimensional Saturation Soil In-Situ by Pumping Test
title_full Assaying the Hydraulic Parameter Research of the Three-Dimensional Saturation Soil In-Situ by Pumping Test
title_fullStr Assaying the Hydraulic Parameter Research of the Three-Dimensional Saturation Soil In-Situ by Pumping Test
title_full_unstemmed Assaying the Hydraulic Parameter Research of the Three-Dimensional Saturation Soil In-Situ by Pumping Test
title_sort assaying the hydraulic parameter research of the three-dimensional saturation soil in-situ by pumping test
publishDate 2005
url http://ndltd.ncl.edu.tw/handle/31462137654778207727
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