Reservoir sediment computation of Xiangjiaba hydropower plant
Reservoir sediment computation of Xiangjiaba hydropower plant
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发表时间:
2003
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通讯作者:
Hu Yan
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文献类型:
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作者:
Hu Yan
In order to analyze the silting features of reservoir under co-regulation of 2 upstream reservoirs, the Xiangjiaba hydropower station on main Jinsha river was chosen as the research object. One-dimensional unsteady flow sediment computation model, SUSBED-UNSTEADY, developed by authors, was applied to reservoir sediment deposition computation of Xiangjiaba hydropower plant. The concrete computation issues include sediment deposition in the reservoir, variation of reservoir river bed profile, reservoir capacity losses, sediment discharge ratio of the reservoir, sediment deposition thickness in front of the reservoir dam as well as further analysis on sediment deposition form, sediment accumulation rate, variation features of reservoir capacity losses and sediment discharge ratio. The following conclusions are obtained. Due to the regulation of upstream reservoirs, the inflow water and sediment of the reservoir are very different from those of natural condition, resulting that the sediment of the reservoir deposits mainly in belt-shape ; the early-stage sediment deposition rate is slower and gradually increases year by year and then slows down near the sediment balance; the reservoir capacity losses increase year by year; the sediment release ratio in the early operation period of the reservoir is comparably larger but gradually decreases year by year, and then increases again until sediment balance in the reservoir. The comprehensive sediment retaining effect under the co-operation of Xiangjiaba hydropower plant and Xiluodu hydropower plant on the Jingsha river and Ertan hydropower plant on Yalong river is also introduced.