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凯巴萨水电站泄水建筑物模型试验研究

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基于大比尺水工模型试验,分析安哥拉凯巴萨水电站表孔泄洪、底孔泄洪及表底联合泄洪时不同运行工况下流态、流速、闸门允许开启高度等水力特性,研究表明泄水建筑物体型及布置总体合理.高水位大流量泄洪时溢流表孔闸后横向扩散水流在挑坎鼻坎附近碰撞激起高的掺气水冠,溢流坝闸门相对开度e/H<0.57,此时闸前水流水力条件较优,溢流坝掺气坎掺气效果较佳;若遇设计洪水,优选 5 个表孔闸门全开敞泄洪水.本研究成果可供类似工程设计及泄水建筑物调度决策参考.
Model Test Analysis of the Water Release Structures in Caculo-Cabaca Hydropower Station
Based on large-scale hydraulic model tests,the hydraulic characteristics of the water release structures in An-gola Caculo-Cabaca Hydropower Station are studied,including the flow regime,flow velocity,and allowable gate open-ing height under the surface outlet discharge,bottom outlet discharge and surface and bottom outlets combined discharge conditions.The results show that the shape and layout of the water release structures are reasonable.Under the high wa-ter level and large flow discharge condition,the lateral diffusion water flow behind the overflow surface outlets collides near the flip bucket,causing high aerated water crowns.The hydraulic conditions of the water flow in front of the gate and the aeration effect of the aerators are better when the relative opening of the overflow outlet gate e/H is less than 0.57.In case of a design flood,it is recommended to fully open the five surface outlet gates to discharge flood.

water release structureshydraulic characteristicsmodel testgate openingoptimized dispatching

田静、郭汉驰、薛海

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黄河水利职业技术学院水利工程学院,河南 开封 475004

深圳市光明建工第一建设工程有限公司,广东 深圳 518083

华北水利水电大学水利学院,河南 郑州 45004

泄水建筑物 水力特性 模型试验 闸门开度 优化调度

国家自然科学基金重点项目

41930643

2024

水电与新能源
湖北省水力发电工程学会 湖北能源集团股份有限公司

水电与新能源

影响因子:0.301
ISSN:1671-3354
年,卷(期):2024.38(10)