给水管网课程设计
说明书
姓名:李悦 学号:20070130211 专业班级:给排水工程二班
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目 录
Ⅰ. 给水管网课程设计任务书·········································3 一、 设计项目·····················································3 二、 设计任务·····················································3 三、 设计资料·····················································3 Ⅱ. 给水管网设计计算说明书·········································5 一、 输配水系统布置···············································5 二、 设计用水量及调节构筑物相关计算 ······························5
1 设计用水量计算············································5 2 设计用水量变化规律的确定··································7 3 清水池、水塔调节容积的计算·································7 三、 经济管径确定················································11
1 沿线流量及节点流量·······································11 2 初始分配流量·············································13 3 管径的确定···············································13 四、 管网水力计算···············································15
1 初步分配流量·············································15 2 管网平差··················································15 3 控制点与各节点水压的确定·································15 4 泵扬程与水塔高度的计算···································17 五、 泵的选择····················································19 1 最高时工况初选泵·········································19 2 最大转输工况校核·········································19 3 消防工况校核·············································21 4 泵的调度··················································24 六、 成果图绘制··················································- 参考文献··································································25
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Ⅰ. 给水管网课程设计任务书
一、 设计项目
某市给水管网课程设计
二、 设计任务
根据所给资料,应完成下列任务:
1、进行输配水系统布置,包括确定输水管、干管网、调节水池(如果设置的话)的位置和管网主要附件布置;
2、求管网、输水管、二级泵站的设计用水量与调节水池的容积; 3、计算确定输水管和管网各管段管径; 4、进行管网水力计算;
5、确定二级泵站的设计扬程,如果有水塔,确定水塔的设计高度; 6、确定二级泵站内水泵的型号与台数(包括备用泵),并说明泵站在各种用水情况下的调度情况;
7、画出管网内4~6个节点详图。
三、 设计资料
1、某市规划平面图一张。 2、某市规划资料。
某市位于湖南的东部,濒临湘江。近期规划年限为6年,人口数为12万,城区大部分房屋建筑控制在6层。全市内只有两家用水量较大的工业企业,其用水量及其他情况详见表1。
表1 工业企业近期规划资料
企业 项目 1.企业用水量(米/日) 工业用水对水质要求 工业用水对水要求 2.工厂房屋耐火等级 工程生产品危险等级 31 2 2400 同生活饮用水 不小于24米 二 丙 3600 同生活饮用水 不小于24米 三 乙 - 3 -