蒋孜伟,许光祥. 枢纽不同泄流方式的水流恢复距离研究[J]. 水利水运工程学报,2020(2):79-84. doi: 10.12170/20190211002
引用本文: 蒋孜伟,许光祥. 枢纽不同泄流方式的水流恢复距离研究[J]. 水利水运工程学报,2020(2):79-84. doi: 10.12170/20190211002
(JIANG Ziwei, XU Guangxiang. Study on flow recovery distance under different discharge conditions of hydro-power station[J]. Hydro-Science and Engineering, 2020(2): 79-84. (in Chinese)). doi: 10.12170/20190211002
Citation: (JIANG Ziwei, XU Guangxiang. Study on flow recovery distance under different discharge conditions of hydro-power station[J]. Hydro-Science and Engineering, 2020(2): 79-84. (in Chinese)). doi: 10.12170/20190211002

枢纽不同泄流方式的水流恢复距离研究

Study on flow recovery distance under different discharge conditions of hydro-power station

  • 摘要: 计算水流的恢复距离,可以分析下游引航道口门区的通航水流条件是否受到了上游电站在不同泄流工况下的影响,进而可为电站的调度运行提供参考。以景洪电站为研究背景,分析了发电、控泄发电及敞泄停机这3种工况下的水流沿程分布情况,并与无坝全断面泄流工况的水流沿程分布情况进行比较,提出了水流恢复距离的概念,计算了不同工况下的水流恢复距离。结果表明,两侧泄流的恢复距离均大于中段泄流的恢复距离,泄流宽度所占的比例越大,恢复距离越短,泄流流量越大,恢复距离越长。通过对全断面泄流工况和极限泄流工况在引航道口门区水流条件的对比可知,当水流恢复距离大于引航道的长度时,相对应的泄流工况会造成引航道口门区水流条件明显的变化,此时需要考虑电站泄流对下游通航的影响。

     

    Abstract: By calculating the recovery distance of water flow, it can be known whether the navigable flow condition in the downstream approach entrance area is affected by the upstream power station under different discharge conditions, which can provide a reference for the dispatching operation of the power station. Taking Jinghong Hydropower Station as the research background, we analyse the flow distributions along the river under three conditions: power generation, controlled discharge power generation and open-discharge shutdown, and those are compared with the flow distribution under the condition of full sectional discharge without dam. The concept of flow recovery distance is put forward, and the flow recovery distances under different conditions are calculated. The results show that the recovery distance of both sides is larger than that of the middle section. The larger the proportion of discharge width, the shorter the recovery distance; and the larger the discharge, the longer the recovery distance. By comparing the flow conditions in the approach entrance area under the full sectional discharge and the limit discharge condition, it can be seen that when the water recovery distance is greater than the length of the approach channel, the flow conditions in the approach entrance area will obviously change under the corresponding discharge condition, then the influence of the discharge from the power station on the downstream navigation should be considered.

     

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