绰斯甲水电站泄洪闸水工模型实验效果分析

Analysis on Effects of Hydraulic Model Experimentation on Sluice of Chaosijia Hydropower Station

为了使水电站建筑物设计指标更加合理,本文对绰斯甲水电站泄洪闸进行了水工模拟实验,对试验数据进行了分析。试验结果表明:冲沙闸、泄洪闸联合泄洪能力和单独泄能力均满足要求,为水电站调度优化和验证下游岸坡防护工程设计参数提供了参考依据。

In order to make designing indexes of hydroelectric station structure more reasonable,this article conducts hydraulic analogue experimen on sluice of Chaosijia Hydropower Station and analyzes the test data. Test results indicate that joint flood carrying capacity of scouring sluice and sluice and their respective flood carrying capacities can conform to what is required. It provides reference to schedule optimization in hydropower stations and verify design parameters of bank slope protective projects in the downstream.