朱玲玲, 许全喜, 董炳江, 秦蕾蕾. 金沙江下游溪洛渡水库排沙效果及影响因素[J]. 水科学进展, 2021, 32(4): 544-555. DOI: 10.14042/j.cnki.32.1309.2021.04.006
引用本文: 朱玲玲, 许全喜, 董炳江, 秦蕾蕾. 金沙江下游溪洛渡水库排沙效果及影响因素[J]. 水科学进展, 2021, 32(4): 544-555. DOI: 10.14042/j.cnki.32.1309.2021.04.006
ZHU Lingling, XU Quanxi, DONG Bingjiang, QIN Leilei. Study on the effect and influencing factors of sand discharge of Xiluodu Reservoir in the Lower Jinsha River[J]. Advances in Water Science, 2021, 32(4): 544-555. DOI: 10.14042/j.cnki.32.1309.2021.04.006
Citation: ZHU Lingling, XU Quanxi, DONG Bingjiang, QIN Leilei. Study on the effect and influencing factors of sand discharge of Xiluodu Reservoir in the Lower Jinsha River[J]. Advances in Water Science, 2021, 32(4): 544-555. DOI: 10.14042/j.cnki.32.1309.2021.04.006

金沙江下游溪洛渡水库排沙效果及影响因素

Study on the effect and influencing factors of sand discharge of Xiluodu Reservoir in the Lower Jinsha River

  • 摘要: 溪洛渡水电站自2013年开始直接拦截金沙江的泥沙,其排沙效果对水库运行及下游向家坝和三峡入库泥沙都会造成影响。本文基于水文泥沙及河道断面观测资料,对比分析溪洛渡水库和三峡水库排沙规律异同点,研究溪洛渡水库排沙效果及影响因素。结果表明,2014—2019年溪洛渡水库共计排沙1 490万t,排沙比为3.1%,较设计值和向家坝、三峡水库均明显偏小。溪洛渡水库排沙比偏小主要有3个原因:入库水沙峰值协调性较差、水库长期高水位运行及库区河道二级天然潜坎对泥沙运动的阻隔效应。

     

    Abstract: The Lower Jinsha River is an important sediment-producing and sediment-transporting area in the Yangtze River basin. Since 2013, the third level Xiluodu Reservoir (XLDR) has directly intercepted the sediment of the Jinsha River, and its sediment discharge effect will affect its operation and the inflow of sediment into the Xiangjiaba Reservoir (XJBR) and the Three Gorges Reservoir (TGR). Based on the observation data of hydrologic sediment and river section, the sediment discharge effect of XLDR and its influencing factors were studied in this paper. The results showed that: ① From 2014 to 2019, the total sediment discharge of XLDR in was 14.9 million tons, and the sediment discharge ratio was only 3.1%, which was obviously smaller than the design value and the downstream XJBR and TGR. The sediment discharge of XLDR was mainly concentrated in the main flood season from July to September, accounting for about 71% of the total.② There were three main reasons for the small sand discharge ratio of XLDR. The first reason is the poor coordination between flood peak and sediment peak. The sediment peak often enters the reservoir area before the flood peak, which leads to greater probability of sediment deposition in the reservoir area. Secondly, the operation mode of XLDR determines that the reservoir area is in the state of large water depth and small velocity almost throughout the year, especially the long flood detention period, which weakens the dynamic condition of sediment transport. Third, in the initial state of the impoundment of XLDR, there are two natural hidden ridges in the reservoir area, which have obvious blocking effect on the sediment transport at the bottom of the reservoir area, and so that the density current sediment transport unable to reach the front of the dam.

     

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