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ID:33120736
大小:1.90 MB
页数:62页
时间:2019-02-20
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1、HUNANUNIVERSITY毕业设计(论文)设计题目:乙市排水工程扩大初步设计学生姓名:学生学号:专业班级:给排水一班学院名称:土木工程学院指导老师:王涛学院院长:肖岩2013年5月31日目录第1章绪论····························································-1-1.1城市概况························································-1-1.2自然条件·················································
2、······-1-1.3城市排水情况及污水治理规划·····································-1-1.4国内外研究方向、内容···········································-1-第2章城市污水、雨水管网系统设计······································-3-2.1城市污水管网的设计·············································-3-2.2城市雨水管网的设计··································
3、········-6-第3章污水处理设计方案确定·············································-9-3.1污水处理程度分析················································-9-3.2污水处理工艺流程说明············································-9-第4章污水处理厂设计说明及计算·········································-12-4.1污水处理构筑物设计计算···················
4、·····················-12-4.1.1中格栅,提升泵站,细格栅···································-12-4.1.2旋流沉砂池·············································-24-4.1.3一体化氧化沟·············································-29-4.1.4配水计算················································-37-4.1.5计量室··················
5、·······························-39-4.1.6接触消毒池···············································-40-4.2污泥处理构筑物设计计算······································-44-4.2.1储泥池及污泥泵房·········································-44-4.2.2浓缩脱水一体机···········································-44-4.2.3污泥脱水前的加药调理···
6、·································-46-第5章污水处理厂平面布置··············································-47-5.1处理单元构筑物的平面布置··········································-47-5.2管线布置·······················································-47-5.3辅助建筑物·····················································
7、·-48-5.4绿化···························································-48-5.5道路··························································-48-5.6钢制件及管道防腐···············································-48-第6章污水处理厂高程布置··············································-49-6.1高程布置·······
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