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  1. 07 都市イノベーション研究院・学府・都市科学部
  2. 7-3 博士論文

土石流被害軽減のための実践的な土石流速推定手法の探求

https://doi.org/10.18880/0000007694
https://doi.org/10.18880/0000007694
b9cd29de-2f47-4fad-aaf6-c16311487944
名前 / ファイル ライセンス アクション
md_aftabur_rahman-review.pdf md_aftabur_rahman-review.pdf (238.7 kB)
md_aftabur_rahman-thesis.pdf md_aftabur_rahman-thesis.pdf (7.0 MB)
Item type 学位論文 / Thesis or Dissertation(1)
公開日 2017-02-17
タイトル
タイトル Ascertaining a hands-on approach to estimate debris flow velocities for rational debris hazard mitigation
言語 en
タイトル
タイトル 土石流被害軽減のための実践的な土石流速推定手法の探求
言語 ja
言語
言語 eng
キーワード
主題Scheme Other
主題 mud-marks, SPH, super-elevation, velocity, Debris flow
資源タイプ
資源タイプ識別子 http://purl.org/coar/resource_type/c_db06
資源タイプ doctoral thesis
ID登録
ID登録 10.18880/0000007694
ID登録タイプ JaLC
アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
著者 MD., Aftabur Rahman

× MD., Aftabur Rahman

en MD., Aftabur Rahman

Department of Civil Engineering Graduate School of Urban Innovation Yokohama National University, Japan

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抄録
内容記述タイプ Abstract
内容記述 Debris flow is one of the shattering natural disasters, mostly ensuing in mountainous areas. Rational estimation of debris flow velocity is one of the key issues in debris hazard mitigation. Among the various procedures, back-calculation of debris flow velocity is a widely used approach. Back-calculation procedure includes determinations of super-elevation and channel properties, and velocities are calculated using the forced-vortex equation (??=√gRΔ?/kb). A debris mass, when travels through a curved flume, leaves the highest flow mark on the outer bend, and the difference between the flow depths of outer and inner bends is referred to as ‘super-elevation’. However, in a post-flow field investigation, only the highest flow marks on both inner and outer bends are visible, which does not portray the actual maximum super-elevation that must have been reached in the unsteady flow event, and eventually leads to a misjudgment of the real velocity. Another important parameter of forced vortex equation is the channel radius of curvature. Any natural channel has hardly been a circle, rather it has varying curvature. How the curve is approximated can affect velocity estimation. Considering the unsteady nature of debris flows, this research work aims to figure out a coherent way of estimating debris flow velocities. Therefore, a series of numerical curved flume tests using Smoothed Particle Hydrodynamics (SPH) are carried out to check the aptness of the mud-marks derived velocities. Estimated velocities from flow marks underestimate the actual velocities near the source, while they converge on the actual velocities as the distance to source increases. Based on the simulations, a best fit curve is proposed to adjust the mud-marks derived velocities. Law of similarity allows to apply the findings from these small scale simulations to the real debris flow problems. Three debris flow events in Japan are taken for the validation of the proposed procedure and adjusted velocities are proven to be consistent with verbal evidences and previous analyses.
言語 en
書誌情報
発行日 2016-09-16
著者版フラグ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
国立国会図書館分類
主題Scheme NDLC
主題 UT51
学位名
学位名 博士(工学)
学位授与機関
学位授与機関識別子Scheme kakenhi
学位授与機関識別子 12701
学位授与機関名 横浜国立大学
学位授与年度
値 2016年度
学位授与年月日
学位授与年月日 2016-09-16
学位授与番号
学位授与番号 甲第1858号
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