摘要
为了合理确定平原感潮河网区闸泵群联合调度下的泵站规模,采用Mike11构建一维河网水动力模型进行排涝计算。结果表明模型计算可合理确定各泵站的设计排水流量,设计洪水位满足区域排涝要求,研究方法可为平原感潮河网区的排涝计算提供借鉴。
In order to reasonably determine the scale of pumping stations under the joint dispatching of floodgate pump groups in plain tidal river network,a one-dimensional hydrodynamic model of river network was constructed by MIKE11 for drainage calculation.The results show that the model calculation can reasonably determine the design drainage flow of each pumping station and the design flood level can meet the requirements of regional drainage.The research method can provide reference for drainage calculation of tidal river network in plain.
作者
古苏浪
GU Sulang(Guangzhou Water Planning & Design Institute Co.,Ltd.,Guangzhou 510641, China)
出处
《广东水利水电》
2022年第2期28-32,共5页
Guangdong Water Resources and Hydropower
关键词
MIKE11
感潮河网区
闸泵群
泵站规模
MIKE11
tidal river network area
brake pump group
pump station size
