砂防学会誌
Online ISSN : 2187-4654
Print ISSN : 0286-8385
ISSN-L : 0286-8385
71 巻, 6 号
土砂災害の初動時・緊急時の対応技術とその活用
選択された号の論文の20件中1~20を表示しています
口絵〈観測の現場を訪ねて-73〉
口絵〈シリーズ「はかる」〉
論説
論文
  • 山口 翔大, 宮田 秀介, 堤 大三, 村重 慧輝, 藤田 正治
    2019 年 71 巻 6 号 p. 3-13
    発行日: 2019/03/15
    公開日: 2020/03/16
    ジャーナル オープンアクセス

    We proposed a distributed model to simulate occurrence of snowmelt type volcanic mudflow in upstream hillslope areas. The model included processes of heat transfer between snow and erupted sediment layers, snowmelt, vertical infiltration of snowmelt water in the snow layer, slope failures at the snow-soil and soil-bedrock boundaries, erosion due to surface runoff including sediment (i.e., mudflow) and deposition by the surface runoff with excess sediment concentrations. Mudflow discharge from the upstream hillslope area was employed as an input in simulations of two-dimensional unsteady flow in the downstream area. Simulations were conducted for a steep catchment located at northwest of the summit of Mt. Yake, which is an active volcano, and its downstream area, Takahara River. Simulation results under uniform snow thickness and actual distributions of snow thickness in the hillslope area suggested that the spatial distribution contributed to differences in runoff timing of mudflows from the sub-catchments of the hillslope area. Snow density generally varies even within a winter season. Our simulation also revealed that relationship between snow density and mudflow volume was not always linear and showed a convex shape. The simulated mudflow discharge from the hillslope area and flow depths and sediment thicknesses at residential areas in the downstream area were maximum when the snow density was 330 kg/m3, which can be assumed snow conditions in mid-January.

総説
  • 桜井 亘
    2019 年 71 巻 6 号 p. 14-20
    発行日: 2019/03/15
    公開日: 2020/03/16
    ジャーナル オープンアクセス

    Urgent works, which should be done just after large landslide dam formation, are very important to prevent landslide dam brake, therefore we have to conduct and complete the urgent works in short time although facing many difficulties. But unfortunately we had not haven effective method about like this urgent works against large landslide dam until the terrible disasters, typhoon Talas, Sep. 2011, in which the large landslide dams were caused in Kii peninsula, Nara and Wakayama prefecture, so that it was very hard to get progress and manage the works, and we had to have many trials to complete the urgent works. The review of these trials is necessary to establish the effective way of urgent works against large landslide dam. Therefore I reviewed these works and what methods should be applied to urgent works against large landslide dam. As results, to construct temporary channel effectively, and to get the method to reduce water level of landslide dam lake are important.

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