王家会集运站段三川河河道洪水分析计算  

Analysis and Calculation of Floods in the Sanchuan River Channel of Wangjiahui Consolidation Station Section

作　　者：宿宾[1] SU Bin

机构地区：[1]山西省水利水电勘测设计研究院有限公司,山西太原030024

出　　处：《山西水利科技》2024年第3期36-39,共4页Shanxi Hydrotechnics

摘　　要：根据王家会集运站与三川河的位置关系,基于后大成水文站洪峰流量的计算成果,利用水文比拟法推算王家会集运站站址处设计断面洪水,采用两种方法考虑水库对设计断面洪水的影响,最终分析确定集运站站址处设计洪峰流量。Based on the location relationship between Wangjiahui consolidation station and Sanchuan River,and according to the calculation results of flood peak flow at Houdacheng Hydrological Station,the hydrological analogy method was used to calculate the design section flood at the Wangjiahui consolidation station site.Two methods were used to consider the impact of the reservoir on the design section flood,and the design flood peak flow at the consolidation station site was analyzed and determined.

关 键 词：三川河 王家会集运站 设计洪水 设计断面 

分 类 号：TV122[水利工程—水文学及水资源] TV85