脆弱な地層が分布する法線是正区間における河床低下抑制のための現地発生材使用による対策工法の提案

松田 龍朋; 倉光 宏一; 木原 恒二; 柳田 公司; 服部 敦; 筌瀬 明日香; 倉吉 一盛; 伊藤 寛之; 岩谷 栄林; 長谷川 清史

doi:10.11532/river.22.0_211

松田龍朋, 倉光宏一, 木原恒二, 柳田公司, 服部敦, 筌瀬明日香, 倉吉一盛, 伊藤寛之, 岩谷栄林, 長谷川清史

著者情報

キーワード: fragile the nature of the soil is distributed, curve section, alignment of dyke correction, degradation of river bed, hydraulic model experiment, 2-dimentional river bed configuration analysis, the utilization of soil generated at the site

ジャーナルフリー

2016 年 22 巻 p. 211-216

DOI https://doi.org/10.11532/river.22.0_211

詳細

抄録

In this paper, we report the measures method with the utilization of soil generated at the site for degradation of river bed in the section which alignment of dyke correction that fragile the nature of the soil. To be concrete, we set up design condition by quasi three-dimensional analysis of flow regime, all kinds of geological exploration and verified function of measures method and structure justification by hydraulic model experiment.

責任著者(Corresponding author)

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