Mike11在平原感潮河网区闸泵群联合调度的排涝计算应用  

Application of MIKE11 in Drainage Calculation of Joint Dispatching of Sluice Pumps in Tidal River Network Area of Plain

作　　者：古苏浪 GU Sulang(Guangzhou Water Planning & Design Institute Co.,Ltd.,Guangzhou 510641, China)

机构地区：[1]广州市水务规划勘测设计研究院有限公司,广州510641

出　　处：《广东水利水电》2022年第2期28-32,共5页Guangdong Water Resources and Hydropower

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.

关 键 词：MIKE11 感潮河网区 闸泵群 泵站规模 

分 类 号：TV212.53[水利工程—水文学及水资源]