Two-dimensional river bed configuration analysis of the Hii River and diversion channel flood in September 2013

R. Akoh, S. Maeno, S. Hirashita, K. Yoshida, T. Matsumoto

    Research output: Chapter in Book/Report/Conference proceedingConference contribution

    Abstract

    The Hii River in Shimane Prefecture is well known as a typical Japanese sandy riverbed and it flows into Lake Shinji. During flood, water level of Lake Shinji is kept rather high because water level difference between the lake and Japan Sea is very small. The backwater at the river mouth considerably increases the water level upstream. To reduce the flood risk, a diversion channel was constructed at 14.4 km from the river mouth in May, 2013. The diversion channel was operated during the flood of September 2013. The measured volume of sand transported to the diversion channel from the Hii River was about 26,000 m3. Therefore it is very important to get the detailed information of the bedload transport process around the inlet of the diversion channel. Two-dimensional numerical analysis was carried out and it was noticed that the volume of sand was well simulated by the numerical analysis.

    Original languageEnglish
    Title of host publicationRiver Sedimentation - Proceedings of the 13th International Symposium on River Sedimentation, ISRS 2016
    PublisherCRC Press/Balkema
    Pages545-550
    Number of pages6
    ISBN (Print)9781138029453
    Publication statusPublished - 2017
    Event13th International Symposium on River Sedimentation, ISRS 2016 - Stuttgart, Germany
    Duration: Sept 19 2016Sept 22 2016

    Other

    Other13th International Symposium on River Sedimentation, ISRS 2016
    Country/TerritoryGermany
    CityStuttgart
    Period9/19/169/22/16

    ASJC Scopus subject areas

    • Environmental Science(all)

    Fingerprint

    Dive into the research topics of 'Two-dimensional river bed configuration analysis of the Hii River and diversion channel flood in September 2013'. Together they form a unique fingerprint.

    Cite this