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東陽地滑地地下水檢層分析

Groundwater Logging Analysis in Dongang Landslide Area

摘要


本研究為瞭解豐原東陽地滑地之滑動情形,應用物理檢層法之食鹽水檢層及地電阻探測法配合鑽探資料,於研究區域內設置四孔食鹽水檢層孔、四孔傾斜管,以及六條地電阻測線剖面並配合鑽探報告解析,其鑽探深度約30m。經地質鑽探報告配合地電阻檢層結果研判,此地質構造大致可分為四層,且可顯著看出不連續面位置。其次,配合食鹽水檢層與傾斜管結果,能確切得知水流流動情況且位置在破裂面上。

並列摘要


The study site of this paper located in Dongyang landslide area at Fongyuan district, Taichung city of Taiwan, was surveyed by using geological boring, salt logging, inclined tube, and earth electrical logging methods in order to understand the characteristics of stratum and groundwater distribution. Four locations of boring well were selected to carry on the salt logging investigation. This research tried using earth electrical logging to match up the local situation and geological drilling, and to analyze the geological stratum and indicate the sliding surface. The depth of each boring well was 30m. After analyzing, investigations of salt logging and inclined tube, could found the distribution of groundwater flows and which may located in the failure surface exactly.

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