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永定河洪水资源化蓄滞洪区蓄水量计算
引用本文:高学平,于丽丽,果有娜,董立新,郭青平.永定河洪水资源化蓄滞洪区蓄水量计算[J].中国农村水利水电,2004(9):37-39.
作者姓名:高学平  于丽丽  果有娜  董立新  郭青平
作者单位:1. 天津大学建工学院,天津,300072
2. 天津市水利科学研究所,天津,300061
摘    要:针对永定河的具体情况,利用一维河网非恒定流数值模型,计算了通过调节分洪口门的运行方式可达到的最大蓄水量。分洪口门的调度考虑了上游洪水过程、下游潮位变化引起的海水上溯以及蓄滞洪区的最大蓄水量等问题。

关 键 词:洪水资源化  蓄滞洪区  蓄水量  河网非恒定流数学模型
文章编号:1007-2284(2004)09-0037-03
修稿时间:2004年4月19日

Calculation of Water Storage in the Storing-and-Detention Area of Flood-Water Resources Utilization of Yongding River
GAO Xue-ping,YU Li-li,GUO You-na,DONG Li-xin,GUO Qing-ping.Calculation of Water Storage in the Storing-and-Detention Area of Flood-Water Resources Utilization of Yongding River[J].China Rural Water and Hydropower,2004(9):37-39.
Authors:GAO Xue-ping  YU Li-li  GUO You-na  DONG Li-xin  GUO Qing-ping
Institution:GAO Xue-ping1,YU Li-li1,GUO You-na1,DONG Li-xin2,GUO Qing-ping2
Abstract:Aimed at the actual condition of Yongding River, the possible maximum water storage of the flood storing-and-detention area according to the gate operation modes at the inlet of the flood storing-and-detention area is calculated by using one dimensional river network inconstant flow numeric model. The inlet gate is operated by considering the upstream inflow flood process, seawater intrusion caused by downstream tide, and the maximum water storage of the flood storing-and-detention area.
Keywords:flood water resources utilization  storing-and-detention area  water storage  numeric model of river network inconstant flow
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