三峡水库校核洪水工况调洪演算分析

    Calculation and analysis of flood regulation of Three Gorges Reservoir under check flood conditions

    • 摘要: 为指导水库的防洪调度工作,系统梳理了水库调度运行条件、方式与要求,参考规程、规范要求,拟定校核洪水调洪计算方案,系统分析了典型洪水、起调水位、泄流能力以及尾水平台挡水高程对库水位和尾水位的影响,并论证了机组参与泄洪的必要性。研究结果表明: ①上游偏大的区域性典型洪水中,1982年典型洪水较为不利,全流域性典型洪水中,1998年典型洪水较为不利,总体来说1982年典型洪水更为不利; ②不需要兼顾城陵矶防洪补偿调度时,调洪最高库水位会随着起调水位的抬高小幅抬升,遇全流域性洪水需兼顾对城陵矶河段补偿调度时,起调水位对最高库水位影响不大; ③参与泄洪的设施越多、泄流能力越大,调洪最高库水位就越低,但同时最大下泄流量也越大、下游最高水位也越高; ④从大坝安全的角度,需要机组参与泄洪,在不影响尾水平台安全的前提下尽量将调洪水位控制在校核洪水位180.40 m以下; ⑤为确保大坝校核洪水条件下机组可参与泄洪,不改变大坝泄流条件,不提高库水位,尾水平台存在淹没风险,需采取临时挡水和封堵措施。

       

      Abstract: The check flood standard of the power plant of the Three Gorges Project is lower than that of the dam, and when encountering a once-in-10 000-year flood with a 10% increase in the check flood of the dam, the power station is at a risk of being submerged.To guide flood control and scheduling of the reservoir, the operating conditions, methods and requirements of reservoir scheduling were systematically sorted out, some calculation schemes of check flood regulation were formulated according to the requirements of regulations and norms.The impacts of the typical flood, the starting water level, the discharge capacity, and the tailwater blocking elevation on the reservoir level and the tailwater level were systematically analyzed, and the necessity of the power plant units to participate in the discharge of flood water was demonstrated.The conclusions were obtained as follows: ① The 1982 typical flood is more unfavorable in the upstream regional typical floods, the 1998 typical flood is less favorable in the basin-wide typical floods, and the 1982 typical flood is more unfavorable overall.② When there is no need to take into account the compensatory scheduling of Chenglingji flood control, the highest reservoir level will rise slightly with the starting water level, and in case of basin-wide flooding, it is necessary to take into account the compensatory scheduling of the Chenglingji river section, and the starting water level has little effect on the highest reservoir level.③ The more facilities involved in flood discharge, the greater the discharge capacity, the lower the maximum reservoir level for flood control, but at the same time, the greater the maximum discharge flow, the higher the maximum water level downstream.④ From the point of dam safety, it is necessary for the power plant units to participate in flood relief, and try to control the reservoir capacity regulating flood level below check flood level 180.40 m without affecting the safety of the tailwater platform.⑤ In order to ensure that the power plant units can participate in flood discharge under the dam check flood conditions, without changing the dam discharge conditions or raising the reservoir water level, the tailwater platform is at risk of inundation and requires temporary water retention and blocking measures.

       

    /

    返回文章
    返回