淮河临淮岗洪水控制工程枢纽布置研究  

Study on layout of Linhuaigang Flood Control Project on Huaihe River

作　　者：王九大[1] 虞邦义[2] 王久晟[2] 西汝泽[2] 

机构地区：[1]河海大学商学院,江苏南京210098 [2]安徽省水利部淮委水利科学研究院,安徽蚌埠233000

出　　处：《水利水电技术》2008年第9期47-50,共4页Water Resources and Hydropower Engineering

摘　　要：淮河临淮岗洪水控制工程枢纽建筑物种类多,调度运用复杂。通过枢纽整体、建筑物单体和断面等系列水力模型,对老建筑物的利用、新建筑物的数量、选型及其规模、各建筑物的连接、上下引河的布置等开展试验研究,提出了枢纽整体布置优化方案。实际运行表明,调整优化后的枢纽布置是合理的。Linhuaigang Flood Control Project consists of various structures and buildings, so it is complicated to be operated and managed, Based on a series of hydraulic models of the whole project, single structure, relevant cross-sections etc. , the experimental studies on the utilization of the existed structures and the number, type selection and the scales of new structures as well as the connections of all the structures and the layouts of both the upper and the lower diversion channels are made, and then an optimized scheme for the integral layout of the project is put forward. The actual operation shows that the project layout after the optimization is reasonable indeed.

关 键 词：临淮岗洪水控制工程 行蓄洪区 调整 枢纽布置 水力模型 优化布置 淮河 

分 类 号：TV87[水利工程—水利水电工程] TV61