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磴口水厂给水工程毕业设计

更新日期:2010-12-11 | 来源:可好网 | 热门量:2325
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设计描述:
目 录
第一篇 设计说明书
1
概述┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 1
1.1 城市概况 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉1
1.2 城市现有给水工程概况┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 1
1.3 原始设计资料┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 1
1.3.1 地质条件 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉1
1.3.2 气象资料 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉1
1.3.3 日用水量变化系数 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  2
1.3.4 城市原管网规划图 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  2
1.4 工程设计 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉2
2 设计水量┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 4
2.1 设计用水量┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 4
2.2 设计水量┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 4
3 给水工程规划┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 5
3.1 给水工程方案 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  5
3.1.1 水源的选择┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 5
3.1.2 水处理工艺选择┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 5
3.2 给水工程设计方案 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉    5
3.2.1 技术比较┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 5
3.2.2 经济比较 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  5
3.2.3 综合方案比较 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉6
3.2.4 各处理构筑物设计参数的选择 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉7
4 给水水源及取水工程┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 10
4.1 取水位置选择 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉10
4.2 取水构筑物选型 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉10
5 输配水工程┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 11
5.1 取水泵站(一级泵站)┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 11
5.2 输水工程┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 11
5.3 配水工程 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  12
5.4 调节构筑物┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 13
5.5 二级泵站┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 14
6 水处理工程┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 16
6.1 水处理工艺流程┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 16
6.2 水处理构筑物┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 16
6.2.1 投药工艺┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 16
6.2.2 配水井 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  16
6.2.3 网格絮凝池┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 16
6.2.4 平流沉淀池┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 18
6.2.5 普通快滤池┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 18
6.2.6 回收水泵和回收水池┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 18
6.2.7 消毒工艺┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 19
6.2.8 吸水井 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉19
6.3 给水处理厂平面布置和高程布置 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  19
6.3.1 平面布置 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  20
6.3.2 高程布置 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  20
6.3.3 附属构筑物 ┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  21
7 设计特色及存在的问题和建议┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 22
第二篇 设计计算
8 设计用水量计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 23
8.1 设计规模┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 23
8.2 设计水量的确定┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 23
9 输配水工艺计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 24
9.1 输水管设计及计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 24
9.2 取水水泵选配计算及一级泵站工艺布置┉┉┉┉┉┉┉┉┉┉┉┉┉ 24
9.2.1设计参数┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  24
9.2.2设计计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  24
9.3 配水管网设计及水力计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 27
9.3.1 比流量计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 27
9.3.2 节点流量┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 27
9.3.3 管段流量计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 28
9.3.4 管网程序平差┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 29
9.4 送水水泵选配计算及二泵站工艺布置┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 32
9.4.1 选泵┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 32
9.4.2 水泵吸水管水头损失┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 33
9.4.3 水泵压水管水头损失┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 33
9.4.4 泵房高度┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 34
9.4.5 水泵房内设备┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 34
9.4.6 选择真空泵┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 34
9.4.7 排水泵┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 34
9.5 调节构筑物计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉ 34
10 给水处理厂工艺计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  38
10.1 投药工艺计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉38
10.1.1 已知条件┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  38
10.1.2 设计计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  38
10.2 混合工艺计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  39
10.2.1 设计概述┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  39
10.2.2 设计计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  39
10.3 絮凝工艺计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉40
10.3.1 已知条件┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉40
10.3.2 设计计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  40
10.4 沉淀工艺计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉41
10.4.1 已知条件┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  41
10.4.2 设计计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  41
10.5 过滤工艺计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  42
10.5.1 已知条件┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  42
10.5.2 设计计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉42
10.6 回收水池及回收水泵┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉47
10.7 厂内配水井┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉  47
10.8 消毒工艺计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉47
10.8.1 已知条件┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉47
10.8.2 设计计算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉47
10.9 吸水井┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉48
11 给水处理厂人员编制及辅助建筑物使用面积计算 ┉┉┉┉┉┉┉┉┉ 50
11.1 水厂辅助建筑物设置┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉50
11.2 水厂平面布置┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉50
11.3 水厂高程布置┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉50
12 谢辞┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉52
13 主要参考文献┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉53
第三篇 附录
14
综述┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉54

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