某污水处理厂综合办公楼建筑设计施工图
【杭州】某地综合办公楼给排水全套施工设计cad图
综合办公楼给排水cad施工设计详图
20000m3d城市污水处理厂综合设计(含11个CAD作图图纸)--优秀毕业设计{修}
本设计污水处理厂综合设计包括15个图纸，十分全面，具体详见报告后附图。
本报告附图全面详细。
图纸内容如下：A2O池，初沉池，幅流式二沉池，隔栅，工艺简单图，工艺流程图（高程图），回转耙式格栅除污机图，平面布置图，污泥浓缩池，厌氧消化池，钟式沉砂池等。
全为CAD制图。
下载后复制放大或打印可看清！题目20000m3/d城市污水处理厂综合设计专业: 环境工程年级: 2005级学号: 3105001286姓名: 莫笑伟指导教师:2008年12 月摘要我国水体污染主要来自两方面，一是工业发展超标排放工业废水，二是城市化中由于城市污水排放和集中处理设施严重缺乏，大量生活污水未经处理直接进入水体造成环境污染。
工业废水近年来经过治理虽有所减少，但城市生活污水有增无减，占水质污染的51%以上。
我国水体污染主要来自两方面，一是工业发展超标排放工业废水，二是城市化中由于城市污水排放和集中处理设施严重缺乏，大量生活污水未经处理直接进入水体造成环境污染。
工业废水近年来经过治理虽有所减少，但城市生活污水有增无减，占水质污染的51%以上。
本设计要求处理水量为20000m3/d的城市生活污水，设计方案针对已运行稳定有效的A2/O活性污泥法工艺处理城市生活污水。
A2O工艺由于不同环境条件，不同功能的微）能生物群落的有机配合，加之厌氧、缺氧条件下，部分不可生物降解的有机物（CODNB被开环或断链，使得N、P、有机碳被同时去除，并提高对COD的去除效果。
它可以同NB－－时完成有机物的去除，硝化脱氮、磷的过量摄取而被去除等功能，脱氮的前提是NH3N应完全硝化，好氧池能完成这一功能，缺氧池则完成脱氮功能。
厌氧池和好氧池联合完成除磷功能。
关键词：城市生活污水，活性污泥，A2/O目录摘要 (III)目录 (IV)第一章设计概述 ······································································- 7 -1设计任务 ······································································- 7 - 2设计原则 ······································································- 7 - 3设计依据 ······································································- 8 - 第二章工艺流程及说明 ·····························································- 8 -1工艺方案分析 ································································- 8 - 2工艺流程 ······································································- 9 - 3流程各结构介绍 ·····························································- 9 -3.1格栅······························································································· - 9 -3.2沉砂池··························································································- 10 -3.3初沉池··························································································- 10 -3.4生物化反应池··············································································- 10 -3.5二沉池··························································································- 12 -3.6浓缩池··························································································- 12 - 第三章构筑物设计计算 ··························································· - 12 -1格栅 ·········································································· - 12 -1.1设计说明······················································································- 12 -1.2设计计算······················································································- 13 -2沉砂池 ······································································· - 16 -2.1设计说明······················································································- 16 - 3初沉池 ······································································· - 17 -3.1设计说明······················································································- 17 -3.2设计计算······················································································- 17 - 4生化池 ······································································· - 19 -4.1设计说明······················································································- 19 -4.2设计计算······················································································- 19 - 5二沉池 ······································································· - 26 -5.1设计说明······················································································- 26 -5.2设计计算······················································································- 26 - 6液氯消毒 ···································································· - 29 -6.1设计说明······················································································- 29 -6.2设计计算······················································································- 29 - 7污泥浓缩池 ································································· - 30 -7.1设计说明······················································································- 30 -7.2设计计算······················································································- 30 -8 污泥消化池 ································································· - 31 -8.1设计说明······················································································- 31 -8.2设计计算······················································································- 32 - 9浓缩污泥提升泵房 ························································ - 38 -9.1设计选型······················································································- 38 -9.2提升泵房······················································································- 38 -9.3污泥回流泵站··············································································- 38 -10污泥脱水间 ······························································· - 39 -10.1设计说明······················································································- 39 -11鼓风机房 ·································································· - 39 - 12恶臭处理系统 ···························································· - 39 -12.1设计说明······················································································- 39 -12.2设计计算······················································································- 39 -12.3风机选型······················································································- 40 - 第四章污水处理厂总体布置 ····················································· - 41 -1总平面布置 ································································· - 41 -1.1总平面布置原则··········································································- 41 -1.2总平面布置结果··········································································- 41 -2高程布置································································································- 42 -2.1高程布置原则··············································································- 42 - 第五章参考文献 ···································································· - 42 -第一章设计概述1设计任务本次课程设计的主要任务是完成某城市污水厂的A2/O工艺设计处理生活污水，处理水量为20000m3/d，按近期规划人口10万人计算（自定）。
md城市污水处理厂综合设计含个CAD作图图纸优秀毕业设计
自控设计
自控系统的组成： 包括传感器、控制 器、执行器等
自控系统的功能： 实现对污水处理过 程的自动控制
自控系统的设计原 则：可靠性、稳定 性、经济性
自控系统的应用： 在污水处理厂的各 个工艺环节中实现 自动控制
仪表和检测设计
检测方法：在线检测、离线 检测等
检测项目：水质、流量、压 力、温度等
仪表类型：流量计、压力表、 温度计等
结构设计
结构类型：钢筋混凝土结构、钢结 构等
结构尺寸：根据污水处理厂的规模 和功能需求确定
添加标题
添加标题
添加标题
添加标题
结构形式：框架结构、剪力墙结构 等
结构稳定性：考虑地震、风荷载等 因素，确保结构安全稳定
构筑物设计
构筑物类型： 包括沉淀池、 曝气池、二沉 池、污泥浓缩
池等
构筑物尺寸： 根据处理水量、 水质、地形等
城市污水处理厂 的电气及自控设 计
电气设计
电气系统组成：包括电源、配电、照明、防 雷、接地等
电源选择：根据污水处理厂的规模和用电量 选择合适的电源
配电系统：包括配电柜、配电箱、电缆、电 线等
照明系统：包括照明灯具、照明线路、照明 控制等
防雷系统：包括避雷针、避雷带、接地装置 等
接地系统：包括接地极、接地线、接地电阻 等
排放标准及监测控制
节能措施：采用高效节能设 备，降低能耗
监测控制：定期监测水质， 确保达标排放
排放标准：符合国家或地方 环保标准
环保措施：采用环保材料， 减少污染排放
处理工艺：采用先进处理工 艺，提高处理效率
管理措施：加强管理，确保 污水处理厂正常运行
清洁生产与资源化利用
采用先进的污水处理技术，如MBR、A/O等，提高污水处理效率 采用节能型设备，如高效曝气机、高效沉淀池等，降低能耗 采用资源化利用技术，如污泥干化、厌氧消化等，实现资源化利用 采用绿色建筑设计，如太阳能利用、雨水收集等，降低碳排放
六层框架结构水厂综合楼结构施工图（含建筑图）
20000m3d城市污水处理厂综合设计(含11个CAD作图图纸)--优秀毕业设计精编版
本设计污水处理厂综合设计包括15个图纸，十分全面，具体详见报告后附图。
本报告附图全面详细。
图纸内容如下：A20池，初沉池，幅流式二沉池，隔栅，工艺简单图，工艺流程图（高程图），回转耙式格栅除污机图, 平面布置图，污泥浓缩池，厌氧消化池，钟式沉砂池等。
全为CAD制图下载后复制放大或打印可看清！题目20000m3/d城市污水处理厂综合设计专业：环境工程 _____________年级：2005级 ______________学号：3105001286 _________姓名：莫笑伟 _______________指导教师：2008 年12 月摘要我国水体污染主要来自两方面，一是工业发展超标排放工业废水，二是城市化中由于城市污水排放和集中处理设施严重缺乏，大量生活污水未经处理直接进入水体造成环境污染。
工业废水近年来经过治理虽有所减少，但城市生活污水有增无减，占水质污染的51鸠上。
我国水体污染主要来自两方面，一是工业发展超标排放工业废水，二是城市化中由于城市污水排放和集中处理设施严重缺乏，大量生活污水未经处理直接进入水体造成环境污染。
工业废水近年来经过治理虽有所减少，但城市生活污水有增无减，占水质污染的51鸠上。
本设计要求处理水量为20000mVd的城市生活污水，设计方案针对已运行稳定有效的A2/ O活性污泥法工艺处理城市生活污水。
A2。
工艺由于不同环境条件，不同功能的微生物群落的有机配合，加之厌氧、缺氧条件下，部分不可生物降解的有机物（COD B）能被开环或断链，使得N、P、有机碳被同时去除，并提咼对COD B的去除效果。
它可以同时完成有机物的去除，硝化脱氮、磷的过量摄取而被去除等功能，脱氮的前提是NH_- N应完全硝化，好氧池能完成这一功能，缺氧池则完成脱氮功能。
厌氧池和好氧池联合完成除磷功能。
关键词：城市生活污水，活性污泥，A/ O目录摘要 (III)目录 (IV)第一章设计概述.................................................. -1 -1设计任务................................................... -1 -2设计原则.. (1)3设计依据..................................................... -2 -第二章工艺流程及说明............................................ -2 -1工艺方案分析............................................... -2 -2工艺流程................................................... -3 -3流程各结构介绍............................................. -3 -3.1 格栅 ................................................... -3 -3.2沉砂池.................................................. -4 -3.3初沉池.................................................. -4 -3.4生物化反应池.......................................... -4 -3.5 二沉池 ................................................. -6 -3.6浓缩池.................................................. -6 -第三章构筑物设计计算........................................... -6 -1 格栅...................................................... -6 -1.1设计说明................................................ -6 -1.2设计计算................................................ -7 -2 沉砂池.................................................... -10 -2.1设计说明.............................................. 「0 -3初沉池 (11)3.1设计说明 (11)3.2设计计算 (11)4生化池.................................................... -13 -4.1设计说明.............................................. 「3 -4.2设计计算............................................... -13 -5 二沉池.................................................... -20 -5.1设计说明.............................................. •- 20 -5.2设计计算.............................................. •- 20 -6 液氯消毒 ................................................ -23 -6.1设计说明.............................................. •- 23 -6.2设计计算.............................................. •- 23 -7 污泥浓缩池 .............................................. -24 -7.1设计说明.............................................. •- 24 -7.2设计计算.............................................. •- 24 -8污泥消化池................................................ -25 -8.1设计说明.............................................. •- 25 -8.2 设计计算............................................. •- 26 -9浓缩污泥提升泵房.......................................... -32 -9.1设计选型.............................................. •- 32 -9.2 提升泵房.............................................-32 -9.3污泥回流泵站........................................... 32 -10 污泥脱水间............................................. -33 -10.1设计说明............................................ -33 -11 鼓风机房............................................... -33 -12恶臭处理系统 ............................................ -33 -12.1设计说明 ............................................. -33 -12.2设计计算............................................ -33 -12.3风机选型 ............................................. -34 -第四章污水处理厂总体布置....................................... -35 -1总平面布置................................................ -35 -1.1总平面布置原则....................................... -35 -1.2总平面布置结果....................................... 35 -2 高程布置................................................... -36 -2.1高程布置原则......................................... 36 -第五章参考文献................................................. -36 -第一章设计概述1 设计任务本次课程设计的主要任务是完成某城市污水厂的A7O工艺设计处理生活污水，处理水量为20000mVd，按近期规划人口10万人计算（自定）。
湖北某污水处理厂办公楼建筑结构图
河北某三层办公楼给排水设计施工图纸
