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전기비저항을 이용한 수리시설물의 안정성 연구

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Author(s)
유지완
Issued Date
2013
Abstract
The domestic dam are that it is vulnerable to the water leak by deterioration of central clay and various reasons. This study attempts to identify the stability of central clay which forms body of most dam. Clay soil exists in the center of dam body in order to prevent water, the condition of this part becomes the core of stability of whole dam body and the fact whether it leaks or not. This study conducted dipole-dipole array resistivity survey to determine the stability of central clay & base in the dam body. Where, Heterogeneous part is that it can't perform the function of central clay preventing water, and it could become the cause of water leak and problem of stability of dam body as the central clay is transform or washed away by constant pressure as regards upstream pondage of dam body. This transformed central clay & base shows more changes in the resistivity value than stable part. The purpose of this study is to identify the part which causes the problem of stability of dam body through resistivity prospecting in the Jang-Sung Gun water dams.
Alternative Title
A Study on Stability of water Utilization Facilities
Alternative Author(s)
Yoo ji wan
Affiliation
에너지자원공학과
Department
일반대학원 에너지자원공학
Advisor
고진석
Awarded Date
2014-02
Table Of Contents
목 차

List of tables i
List of figures ii
Abstract ⅳ

1. 서 론 1

2. 연구지역 지형 및 지질 3

3. 이론적 배경 4
3.1 필댐의 정의 4
3.1.1 필댐의 안정조건 4
3.1.2 필댐의 분류 5
3.1.3 필댐의 특성 7
3.2 전기비저항탐사 이론 9
3.2.1 2차원 전기비저항탐사와 쌍극자 배열법 14
3.2.2 전기비저항 자료 수치 역산 이론 19

4. 현장 자료해석 및 고찰 21
4.1 저수지 제원 및 외관조사 21
4.2 전기비저항탐사 자료취득 및 자료처리 22
4.3 전기비저항탐사 자료해석 및 고찰 34

5. 결 론 54

참 고 문 헌 56
Degree
Master
Publisher
조선대학교
Citation
유지완. (2013). 전기비저항을 이용한 수리시설물의 안정성 연구.
Type
Dissertation
URI
https://oak.chosun.ac.kr/handle/2020.oak/11986
http://chosun.dcollection.net/common/orgView/200000264416
Appears in Collections:
General Graduate School > 3. Theses(Master)
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