Title of article
Model study reservoir flushing
Author/Authors
Ghoreishi, Hossein Water Engineering Department - Shahid-Abbaspour University of Technology, Tehran, Iran , Majdzadeh Tabatabai, Mohammad Reza Water Engineering Department - Shahid-Abbaspour University of Technology, Tehran, Iran
Pages
8
From page
1
To page
8
Abstract
Sediment flushing of reservoirs is an operational technique, whereby previously accumulated
sediments in the reservoirs are hydraulically removed by accelerated flow when the bottom desilting
outlets of the dam are opened. In this research, the process of sediment flushing is simulated
by a three dimensional numerical model in which sediment and flow interaction are reflected
in the reservoirs. Reynolds Averaged Navier-Stokes (RANS) equations are solved numerically
by Finite Volume on a three dimensional grid and a standard k −e turbulence model is used.
The resulting flow analysis is used as an input data for the sediment model. The convectiondiffusion
equation for the sediment concentration is solved. The concentration equation derived
by Van-Rijn is adopted as a boundary condition, resulting in a calculation of bed material load.
The depth integrated mass balance equation is applied to find the bed changes. The results from
the numerical model are compared favorably with the data from physical model studies available
in the literature.
Keywords
Numerical simulation , sediment transport , reservoir flushing
Journal title
Astroparticle Physics
Serial Year
2010
Record number
2440205
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