西安工程大学本科毕业设计（论文）
摘 要
本设计是关于贵州省六盘水市给水排水工程的管网设计，它包括给水排水系统、污水排水系统和雨水排水系统。设计的主要内容和深度应按照基本建设程序及有关的设计规定、规程确定。通常，给水管道系统的主要设计内容包括：设计基础数据（包括设计地区的面积、设计人口数、用水定额）的确定；给水管道系统的平面布置；给水管道系统设计流量计算和水力计算。污水系统采用完全分流制排水系统。污水排水系统的管网设计内容包括划分排水面积，布置管道系统；根据设计人口数和污水定额，计算污水设计流量；根据污水水力计算表进行污水管道的水力计算，确定管径、坡度、流速及埋设深度等设计参数；绘制污水管道平面图和纵剖面图。雨水排水系统的管网设计内容包括划分排水面积，进行雨水管渠定线，确定出水口的位置；划分设计管段，计算各管段设计流量；根据雨水水力计算表进行雨水管渠水力计算，确定管径、坡度、流速及埋设深度等设计参数；绘制雨水管道平面图和纵剖面图。
关键词：排水系统，管道布置，设计参数，水力计算
西安工程大学本科毕业设计（论文）
ABSTRACT
The design is on the LiuPanShui in Guizhou Province, drainage pipe network engineering design includes a water supply and drainage system, a sewage drainage system and a stormwater drainage system. Design of the main contents and depth should be in accordance with the basic constructive procedures and relevant designed rules and procedures. Usually, the main designed content of water supply pipeline system includes: basic designed data (including the area of the design area, designed population and water quota) determination; The layout of Water supply pipeline system; Design flow calculation and hydraulic calculation of Water supply piping system. Sewage system is completely separate and drainage system. The pipe network design content of the sewage drainage system includs the division of the drainage area, layout of piping systems; population and sewage fixed according to the design, calculation of sewage design flow; hydraulic calculation of the sewers, the sewage hydraulic computation to determine the diameter, slope, flow rate and buried depth of the design parameters; draw the sewage pipeline plan and profile maps. Stormwater drainage system pipe network designing content includs division of the drainage area for rainwater sewers, fixing line, determing the outlet location; dividing designed tube segment, calculating each pipe segment design discharge; rain hydraulic Computation conduct rainwater pipe channels cut to divert force calculation, and determine the diameter, slope, and flow rate and burial depth design parameters; draw rainwater pipeline plan and longitudinal section diagram.
KEY WORDS: Drainage system, Piping layout, Design parameters, hydraulic
calculation
西安工程大学本科毕业设计（论文）
目 录
前 言............................................................... 1 第1章 设计资料..................................................... 2 1.1设计任务与内容 .................................................. 2 1.2贵州省六盘水市某地区状况资料 .................................... 2 1.2.3远期规划 ...................................................... 3 1.3 给水管网设计资料................................................ 3 1.3.2绘制日用水量变化曲线及计算水塔、清水池容积的数据资料 .......... 4 1.4 排水管网设计资料................................................ 4 1.4.2雨水的设计 .................................................... 5 第2章 给水管网系统设计............................................. 6 2.1设计水量 ........................................................ 6 2.1.1 最高日用水量计算.............................................. 6 2.1.2 消防用水量计算................................................ 7 2.2 绘制日用水量变化曲线及计算水塔和清水池容积...................... 7 第3章 管网布置及水力计算.......................................... 11 3.1管网定线 ....................................................... 11 3.2管网水力计算 ................................................... 11 3.2.1比流量计算 ................................................... 11 3.2.2由比流量确定管网的沿线流量 ................................... 11 3.2.3 节点流量计算................................................. 12 3.2.4初步流量分配 ................................................. 13 3.2.5管段直径设计 ................................................. 13 3.3最大用水时管网平差 ............................................. 14 3.4确定水塔高度、水泵扬程（房屋按4层计算） ....................... 16 3.4.1 水塔高度计算................................................. 16 3.4.2 水泵扬程计算................................................. 16
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