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。
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.
出处
《长江工程职业技术学院学报》
CAS
2014年第4期7-9,共3页
Journal of Changjiang Institute of Technology
关键词
回水顶托
水位落差
流量过程
backwater
water level
fall
discharge process