泥沙研究2017，Vol.42Issue(4)：30-36,7.DOI:10.16239/j.cnki.0468-155x.2017.04.005
1954年型洪水淮河中游防洪工程联合调度研究
Simulation of combined management of flood controlin the middle reach of Huai River for 1954 flood
摘要
Abstract
A two-dimensional hydrodynamic coupling mathematical model MIKE was used to study the 1954 flood control,at the Middle Reach of Huai River (MRHR).The domain is from Honghekou to Fushan section along the MRHR.It is found that the model has a high agreement with flood in 1954.The flood control pro ject,flood plain and flood channel were simulated.It is found that for the 1954 flood,by using flood plain only,the water table in the upstream of Bengbu Station is above safe water level.In the downstream of Bengbu Station,the water is below safe water level.By using flood control projects,the flood plain can be less used along the MRHR.Therefore,the flood control project can reduce the downstream flood control risk,while also increase the flood storage area upstream.Comprehensive analysis of the reach shows that the flood control project can effectively reduce the flood plain area.关键词
1954年型洪水/淮河中游/临淮岗洪水控制工程/行蓄洪区/洪水调度Key words
1954 flood/middle reach of Huai River/flood control project/flood plain/flood regulation分类
建筑与水利引用本文复制引用
贲鹏,虞邦义,倪晋,周贺..1954年型洪水淮河中游防洪工程联合调度研究[J].泥沙研究,2017,42(4):30-36,7.基金项目
国家水体污染控制与治理科技重大专项(2014ZX07204-006) （2014ZX07204-006）
安徽省科技攻关计划项目(1501041139) （1501041139）
