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圩区河道型水库洪水计算浅析

何威 李殿仓

陕西水利Issue(5):28-31,4.
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陕西水利Issue(5):28-31,4.

圩区河道型水库洪水计算浅析

Flood Calculation Analysis for Channel-Type Reservoirs in Polder Areas

何威 1李殿仓1

作者信息

  • 1. 安庆市水利水电规划设计院有限公司,安徽 安庆 246000
  • 折叠

摘要

Abstract

In recent years,several rounds of reservoir reinforcement projects have been implemented in Anqing City,Anhui province to eliminate potential safety hazards.Hydrological analysis and calculation form a critical component of such reinforcement projects and serve as the basis for flood control capacity verification.The scientific reliability of these calculations directly determines the accuracy of flood control assessment results.Only by accurately identifying existing reservoir problems can effective reinforcement measures be implemented.Considering the limited number of channel-type reservoirs in the Anqing region,the Xingfuhe reservoir in Qianshan city was selected as a case study to conduct flood calculation analysis using the comprehensive runoff coefficient method.The results provide a useful reference for flood analysis and management of channel-type reservoirs in polder areas.

关键词

河道型水库/洪水计算/圩区/综合径流系数法

Key words

Channel-type reservoir/flood calculation/Xingfuhe reservoir/comprehensive runoff coefficient method

分类

建筑与水利

引用本文复制引用

何威,李殿仓..圩区河道型水库洪水计算浅析[J].陕西水利,2026,(5):28-31,4.

陕西水利

1673-9000

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