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発表 都市河川における統合物理探査の適用 -豊平川における検証調査-

作成年度 2019 年度
論文名 都市河川における統合物理探査の適用 -豊平川における検証調査-
論文名(和訳)
論文副題
発表会 第141回物理探査学会学術講演会
誌名 第141回物理探査学会学術講演会
巻・号・回 141 
発表年月日 2019/10/29 ~ 2019/10/31
所属研究室/機関名 著者名(英名)
土木研究所(現:産総研)稲崎 富士
土木研究所(現:応用地質)小河原 敬徳
土木研究所小林 貴幸
寒地土木研究所岡崎 健治
寒地土木研究所倉橋 稔幸
抄録
Whereas the integrated geophysical investigation of levee systems has been widely adopted to assess seepage and seismic risks, it was rarely applied to levees in large urban cities, or the lowermost reaches due to highly developed and noisy circumstances. On the contrary, vulnerability assessment of levee systems in large urban areas is the top priority task above all else. To certify the applicability of the method and to figure out appropriate measuring parameters, we conducted a feasibility study of integrated geophysical investigation along an urban river levee, crown of which is used as a two-lane trunk highway, and river-side slope is widely protected with various kinds of revetments. Capacitively coupled resistivity survey using OhmMapper, hybrid surface wave surveys including walk-around surface wave method were adopted in this study.As a result, 2D Vs and resistivity structure was clearly delineated up to 30 m below the survey line, set along a sidewalk of the trunk highway. Regretfully, limited reference information was available to interpret the study result, however the geophysical structure was consistent with ancient river geomorphology and the levee system was inferred to be safe in the view point of seepage. In the next production survey stage, survey lines are recommended to be set along a traffic lane under restriction.
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