《给水排水管道工程》课程设计计算说明书题目：西安市给水排水管网工程学院：市政与环境工程学院专业：给排水科学与工程姓名：王亚飞学号：026413139指导老师：谭水成完成时间：2016年01月01日前言此次设计为西安市给排水管道工程的设计。整个设计包括三大部分：城市给水管道设计、污水管道设计和雨水管道设计。其中给水管道的设计包括管网的布置以及选址、流量的设计计算、清水池容积的确定、管网的的水力计算、管网平差和消防校核。该城市的排水系统采取分流制排水系统。城市污水管道及雨水管道设计为重力流，污水在污水厂进行净化处理，污水厂设置在河流下游处，雨水管道出水口直接排入河流。ForewordThisdesignforxi'anwatersupplyanddrainagepipelineengineeringdesign.Thewholedesignincludesthreeparts:thecitywatersupplypipelinedesign,sewageandrainwaterpipelinedesignpipingdesign.Includingthedesignofwatersupplypipenetworklayoutandsiteselection,designandcalculation,thedeterminationoftheclearwaterreserviorsvolumeofflow,pipenetworkhydrauliccalculationandpipenetworkadjustmentandfirecheck.Thecity'sdrainagesystemtoseparatesystemdrainagesystem.Urbansewagepipelineanddrainagedesignforgravityflow,waterpurifyingsewageplants,sewagefactorysetupinthedownstreamoftheriver,thedrainageoutletdirectlyintotheriver.目录第1章绪论.........................................................11.1设计目的....................................................11.2设计任务....................................................11.3设计时间....................................................1第二章计算说明.....................................................22.1设计题目.....................................................22.2原始资料.....................................................22.3课程设计内容................................................2第三章.给水管网设计与计算...........................................43.1一区管网的计算..............................................43.1.1一区最高日用水量计算...................................43.1.2一区工业用水量.........................................43.1.3一区市政用水量.........................................53.1.4一区未预见水量和管网漏失水量...........................53.1.5一区最高日设计用水量...................................63.1.6一区消防用水量.........................................63.1.7一区火车站用水量.......................................63.1.8一区最高日最高时用水量.................................63.1.9一区清水池调节容积.....................................63.1.10一区最大时集中流量....................................73.1.11一区比流量计算........................................73.1.12一区沿线流量计算......................................83.1.13一区节点流量计算......................................93.1.14一区管网平差.........................................103.2二区管网的计算.............................................163.2.1二区最高日用水量计算..................................163.2.2二区工业用水量........................................163.2.3二区市政用水量........................................163.2.4二区未预见水量和管网漏失水量..........................173.2.5二区最高日设计用水量..................................173.2.6二区消防用水量........................................173.2.7二区火车站用水量......................................183.2.8二区最高日最高时用水量................................183.2.9二区比流量计算........................................183.2.10二区沿线流量计算..........................
