调节水池放水放空建筑物水力性能与结构安全性研究OA
Hydraulic Performance and Structural Safety Study of the Drainage and Emptying Structures in Regulation Pond
以玉麦康克仁调节水池工程为例,围绕放水放空建筑物的过流能力、消能效果、进水口淹没水深及结构安全性等,采用水力学计算与结构有限元分析方法,系统开展了水力性能分析与结构安全性评价.研究结果表明:放水放空管道在不同库水位下的过流能力均满足设计要求,进水口具备充足的淹没水深,能够保障进水流态稳定;出口段下挖式消力池设计合理,具备良好的能量消散效果;结构计算结果显示各典型工况下建筑物的抗滑稳定性和基底应力均满足规范要求,配筋设计合理,裂缝宽度受控,具备良好的耐久性.
Using the Yumaikangkeren Regulation Pond Project as an example,the paper conducs a systematic evaluation of the drainage and emptying structures in terms of flow capacity,energy dissipation performance,inlet sub-mergence depth,and structural safety.Hydraulic calculations and structural finite element analyses were em-ployed to assess the performance of these key components.The results indicate that the drainage pipelines meet the design flow requirements across the full range of reservoir water levels,with sufficient inlet submer-gence depth to ensure stable inflow conditions;the energy dissipation pool with an excavated bottom demon-strates effective energy dissipation capacity;and the structural analysis confirms that,under various design load combinations,the anti-sliding stability and foundation stresses of the structures comply with code re-quirements.The reinforcement design is reasonable,with crack widths effectively controlled,ensuring good durability.
李亚宁
新疆云沣水利设计咨询有限公司,新疆 乌鲁木齐 830000
建筑与水利
调节水池放水放空建筑物水力性能结构安全性消能设计
regulation ponddrainage and emptying structurehydraulic performancestructural safetyenergy dissi-pation design
《天津建设科技》 2026 (2)
25-30,6
评论