廖家沟水源地新取水口河势分析  

Analysis on the river regime of new water intake of Liaojiagou water source

作　　者：孙志科[1] 沈芳芳[1] 夏炎[1] SUN Zhike SHEN Fangfang XIA Yan(Jiangdu Water Conservancy Project Management Office, Yangzhou 225200, Jiangs)

机构地区：[1]江苏省江都水利工程管理处,江苏扬州225200

出　　处：《江苏水利》2017年第11期21-24,共4页Jiangsu Water Resources

摘　　要：淮河入江水道廖家沟原有取水口建设标准低,已不能满足扬州市区的供水要求,根据扬州市政府规划,拟对原有取水口进行迁建。通过对比万福闸下游长度约4.0 km河道测图,并对拟迁建取水口位置所处河道边界特性、河床稳定性及冲刷淤积的分析,确定拟建取水口的位置。The construction standard of original water intake of Liaojiagou located in Huaihe river outfall water way was lower to meet the water supply requirements of Yangzhou urban area. According to the government planning of Yangzhou City, the original water intake was proposed to be relocated. The new water intake location was determined by comparing the 4.0 km downstream channel mapping data of Wanfu sluice, as well as the analysis of the boundary characteristics, the stability of riverbed and erosion and deposition of the water intake to be relocated.

关 键 词：河势分析 廖家沟 取水口 

分 类 号：TV67[水利工程—水利水电工程]