基于逐时用水量曲线确定二级泵站供水曲线的方法  

Determination of Water Supply Curve of Secondary Pumping Station in Accordance with Hourly Water Consumption Curve

作　　者：邱银锋[1] 吴志恒[1] 叶成林[1] 邓保庆[2] 

机构地区：[1]广东工业大学华立学院,广东广州511325 [2]上海理工大学,上海200093

出　　处：《净水技术》2016年第6期71-74,共4页Water Purification Technology

基　　金：[基金项目]<城镇供水排水管网工程>课程改革与建设--广东工业大学华立学院

摘　　要：根据城镇最高日逐时用水量变化曲线确定二级泵站供水曲线,对于室外给水工程的设计人员而言,是个比较困难的任务。因为《室外给水设计规范》(GB 50013—2006)及其条文说明,及相关的文献里都没有给出具体的设计计算方法,而只是给出了相关的约束条件及优化建议。文中把规范及相关文献提出的约束条件及优化建议用数学形式加以描述,并提供具有一定通用性的MATLAB程序,以供设计人员参考使用。Calculating the water supply curve of pump station based on the hourly water consumption cu rv e , should be a difficult task for the designer of outdoor water supply engineering. Due to the fact that none specific calculation method has been proposed both in the code for design of outdoor water supply engineering and other related literatures, though related restraining condition and optimizing suggestion were proposed. The restraining condition and optimizing suggestion were described using mathematical equations and a MATLAB program with versatility was proposed in this paper.

关 键 词：逐时用水量 二级泵站 供水曲线 清水池 水塔 调节容积 

分 类 号：TU991[建筑科学—市政工程]