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本研究,分析了国内外城市配水系统优化调度模型中存在的问题,其中主要是对配水系统的状态参数和结构参数要求过高;对管网监测信息要求过多和因平差计算引起的运算时间长、数据量大等不利因素。利用配水系统的宏观模型理论,提出了建立宏观模型的方法,研制出模型系数矩阵拟合的程序,从而解决了上述一系列问题,为我国城市配水系统的优化调度模型开拓了新的途径。
In this study, the problems in the domestic and foreign urban water distribution system optimization scheduling models were analyzed, among which the requirements of the status and structural parameters of the water distribution system were too high; the requirements for the monitoring data of the pipeline network were excessive and the calculations caused by adjustment calculations Long time, large amount of data and other unfavorable factors. Using the macroscopic model theory of the water distribution system, a method for establishing a macro model was proposed and a program for model coefficient matrix fitting was developed to solve the above problems and open up new ways for the optimal dispatching model of urban water distribution system in China.