論文

2014年

EXPERIMENTAL AND NUMERICAL STUDY OF FLUSHING CHANNEL FORMATION IN SHALLOW RESERVOIRS

土木学会論文集B1(水工学)
  • ESMAEILI Taymaz
  • ,
  • SUMI Tetsuya
  • ,
  • KANTOUSH Sameh

70
4
開始ページ
I.19-I.24 (J-STAGE)
終了ページ
I_24
記述言語
英語
掲載種別
研究論文(学術雑誌)
DOI
10.2208/jscejhe.70.I_19
出版者・発行元
Japan Society of Civil Engineers

Sediment flushing is one of the proposed methods for preserving the storage capacity of dam reservoirs. In flushing with water level drawdown, the incoming flood erodes a flushing channel in the deposited sediment. Flow pattern as well as flushing channel formation procedure in shallow reservoirs is complex phenomenon due to the dynamic interaction between flow field and bed changes. In the present study, the flow field and flushing channel formation procedure were investigated in various shallow reservoir geometries using physical experiments and numerical simulation. A fully 3D numerical model which applies Finite Volume Method (FVM) was utilized. Reasonable agreement was found between the numerical and experimental outcomes. The results would be useful to understand the influence of geometry on flow pattern and flushing process to conduct more efficient sediment management strategies.

リンク情報
DOI
https://doi.org/10.2208/jscejhe.70.I_19
J-GLOBAL
https://jglobal.jst.go.jp/detail?JGLOBAL_ID=201502249109171562
CiNii Articles
http://ci.nii.ac.jp/naid/130005070169
URL
http://jglobal.jst.go.jp/public/201502249109171562
ID情報
  • DOI : 10.2208/jscejhe.70.I_19
  • ISSN : 2185-467X
  • J-Global ID : 201502249109171562
  • CiNii Articles ID : 130005070169
  • ORCIDのPut Code : 78249488

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