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黄家港站受王甫洲回水顶托影响分析
引用本文:李平,苏晓,李凯,杨鑫.黄家港站受王甫洲回水顶托影响分析[J].长江工程职业技术学院学报,2014(4):7-9.
作者姓名:李平  苏晓  李凯  杨鑫
作者单位:汉江水文水资源勘测局,河南 淅川,474400
摘    要:应用实测资料分析了黄家港受王甫洲水库回水顶托影响,在流量为500、1000、1600m3/s时,抬高黄家港站水位分别为0.71m、0.55m、0.37m、减小黄家港至老河口河段的落差分别为4.63m、5.06m、5.56m;黄家港站的流量测验功能基本丧失,本应迁离重建,但无处可迁,只好在原地以增加2~3倍的工作量为代价推求出精度受影响的流量过程。

关 键 词:回水顶托  水位落差  流量过程

Analysis of Influence of Wangpuzhou Backwater on Huangj iagang Station
LI Ping,SU Xiao,LI Kai,YANG Xin.Analysis of Influence of Wangpuzhou Backwater on Huangj iagang Station[J].Journal of Changjiang Engineering Vocational College,2014(4):7-9.
Authors:LI Ping  SU Xiao  LI Kai  YANG Xin
Institution:(Hanjiang Hydrology and Water Resources Survey Bureau, Xichuan 474400, China)
Abstract:It is analysed how Huangjiagang station is affected by the backwater of Wangpuzhou reservoir by using measured data.When discharge is 500,1 000,1 600m2/s,the water level at Huangjiagang is raised by 0.71m,0.55m,0.37m respectively,the fall from Huangjiagang to Lao-hekou is reduced by 4.63m, 5.06m, 5.56m and the discharge measurement function at Huangjiagang is lost.It should have been moved and reconstructed.But it can be moved no-where.So we have no choice but to increase twice or three times of workload to obtain the dis-charge process whose accuracy is affected.
Keywords:backwater  water level  fall  discharge process
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