Determination of recovery factor for simulation of non-equilibrium sedimentation in reservoir

被引:16
作者
Ahn, Jungkyu [1 ]
Yang, ChihTed [2 ,3 ]
机构
[1] Seoul Natl Univ, Dept Civil & Environm Engn, Seoul, South Korea
[2] Colorado State Univ, Dept Civil & Environm Engn, Water Resources, Ft Collins, CO 80526 USA
[3] Colorado State Univ, Dept Civil & Environm Engn, Hydrosci & Training Ctr, Ft Collins, CO 80526 USA
关键词
Non-equilibrium sediment transport; Recovery factor; GSTARS; Reservoir sedimentation; Sediment transport; MODEL;
D O I
10.1016/S1001-6279(15)60007-5
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
It is generally acceptable to assume that bed material load is equal to sediment transport capacity, if the exchange between bed and flow occurs instantaneously. However, for non-equilibrium sediment transport process, there are spatial and temporal delay effects. This is especially true for reservoir sedimentation processes. Recovery factor is a coefficient for non-equilibrium sediment transport. The determination of recovery factor can be obtained either experimentally or numerically. There is no consensus on the value of recovery factor in previous literatures. Numerical simulations with a semi-two dimensional sediment transport model, GSTARS4, were conducted in this study using various methods for the determination of recovery factor proposed by previous researches. Simulated results of a reservoir geometric change were sensitive to the selection of recovery factors. It was found that the recovery factor as a function of sediment size provided the most reasonable result. A functional relationship between recovery factor and sediment size was determined by comparing simulated and measured reservoir geometric change. Coarse sediment has small value of recovery factor.
引用
收藏
页码:68 / 73
页数:6
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