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对调压井事故门，在电站机组运行台数不同时下闸闸门水力学特性，以及闸门处于不同位置、机组满发、突然全丢弃、闸门受水锤波冲击引起的上浮力进行了系统的测试、比较和分析，还测试了事故闸门静态店门和涌波过程中下闸时的水力特性。关于持住力，计算值和实验值基本相符。对ＷＷＳ电站特大型调压井，事故闸门在上述工况下模型试验表明没有浮起的危险。有关数据对研究调压井事故闸门有十分重要的价值。
For the surge shaft accident gate, hydraulics characteristics of the sluice gates at different times of operation of the power station units, and the sluice gates are in different positions, the turbines are full-fledged and suddenly discarded. The sluice forces of the sluice gate are systematically tested by the buoyancy force caused by the impact of water hammer waves , Compared and analyzed, and also tested the hydraulic characteristics of the static gate of the accident gate and gate lock during the surge. On the holding force, the calculated value and the experimental value basically match. For the WWS power station surge tank, accident gate in the above conditions model tests showed no risk of floating. Relevant data are of great importance to the research of surge gates for surge tanks.