河川技術論文集
Online ISSN : 2436-6714
土石流危険度予測のための源頭部における豪雨時の雨水浸透過程に関する研究
小橋 力也北 真人内田 龍彦梶 昭仁宮田 英樹河原 能久
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2019 年 25 巻 p. 669-674

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In recent years, debris flow disasters associated with heavy rainfall have caused enormous damage. In order to reduce the damage caused by the debris flow disasters, it is an issue to clarify the slope failure mechanism focusing on the rainfall permeation process during heavy rainfall and to establish a prediction method based on the mechanism. So far, it has been pointed out that pipe flows under the mountain slope surface have a great influence on the occurrence of slope failure and debris flow. However, the conditions of pipe flow generation and how the pipe flows contribute to slope stability have many unexplained parts. This paper discusses the temporal changes in soil moisture and groundwater level with respect to rainfall based on the field observation data during the July 30 heavy rainfall. The observation site is Mt.Takamatsu, which was damaged in August 2014 by the Hiroshima heavy rain disaster. Field observations show that the groundwater level rises sharply during the heavy rainfall at the head of the slope failure. It is suggested that strong pore water pressure is induced by subsurface water in the deep part of the soil, which is considered to cause instability on the slope.

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