摘要
根据管道流速要求，确定输水管各管段的备选管径组，将备选管径组中的标准管径的管长和泵站扬程作为优化变量，以年费用最小为目标函数，建立了泵站加压输水管优化的线性规划模型。
Based on the requirement of aqueduct flow, the candidature diameter group for eachsection of aqueduct can be determined i and the linear planning model for the pressurizing aqueduct of the pumping station is also established with the pipe length of standard aqueduct diameteramong the candidature diameters and the pumping head as the optimal variables and the annualminimum cost as the objective function.
出处
《西安理工大学学报》
CAS
1996年第4期348-350,共3页
Journal of Xi'an University of Technology
关键词
泵站
输水管
管径
备选管径
线性规划
pumping station aqueduct candidature diameter linear planning
