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某12万吨/日城市污水处理厂的A2/O工艺设计
摘 要
本次毕业设计的题目为某城市污水处理厂工艺的设计-A2/O工艺。主要任务是完成该污水处理厂的平面布置、各个构筑物的初步设计和一些处理构筑物施工图的设计。
初步设计要完成设计说明书一份、污水处理厂平面布置图一张、污水处理厂工艺流程图一张以及主要构筑物设计图三张；在主要构筑物设计图的设计中，主要是完成生物池、二沉池和接触消毒池的设计。
该污水处理厂工程，规模为12万吨/日。进水水质见下表：
污水进水水质 单位：mg/L 项目 含量
本次设计所选择的A2/O工艺，具有良好的脱氮除磷功能。该污水厂的污水处理流程为：污水从粗格栅到污水提升泵房，再从泵房到细格栅，然后到旋流沉砂池，再进入生物池（即A2/O反应池），再从生物池进入二沉池，污水再经过接触消毒池后排入自然水体；污泥处理流程为：旋流沉砂池产生的垃圾直接外运处置，二沉池产生的剩余污泥则运入贮泥池，二沉池的回流污泥则通道管道、污泥回流泵房再次进入A2/O反应池，经过贮泥、加药处理后的污泥，进入污泥浓缩脱水车间，最后外运处理。污水处理厂处理后的出水水质要达到《城镇污水处理厂污染物排放标准》（GB 18918—2002）中的一级b标准。该标准的具体数据如下表所示：
出水水质标准 单位：mg/L 项目 含量
CODcr 60
BOD5 20
NH4+-N 15
SS 20
TN0 15
TP0 1
CODcr 270
BOD5 135
NH4+-N 30
SS 135
TN0 30
TP0 3
关 键 词：A2/O工艺,脱氮除磷,污水处理,污泥处理
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THE A2/O PROCESS DESIGN OF A CITY
SEWAGE TREATMENT PLATE
ABSTRACT
The subject of this graduation project for a municipal sewage treatment plant process design—A2/O process.Main task is to complete the layout of the sewage treatment plant,the preliminary design of the various structures and construction plans of dealing with the design of structures.
To complete the preliminary design of a design manual, wastewater treatment plant with a floor plan, flow chart of a sewage treatment plant and the design of three main structures;design of the main design of structures, mainly is the biological pool, secondary sedimentation tank design and contact disinfection tank.
This sewage treatment plant project,the scale is 120000m3/d. The influent water quality is in the table below.
Influent water quality units:mg/L Project Content
CODcr 270
BOD5 135
NH4+-N 30
The selected A2/O process, has a good Nitrogen and Phosphorus Removal.This sewage treatment plant for the sewage treatment process is: sewage from the coarse grid to enhance the pumping station,then from the pump to the fine grid,And then to the cyclone grit chamber, then entering the biological pool(A2/O reactor),then from the pool into the secondary sedimentation tank,after exposure to water disinfection and then discharged into the natural water ; Sludge treatment process is : vortex grit chamber sludge into the sludge
SS 135
TN0 30
TP0 3
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dewatering plant directly,secondary settling tank sludge are also brought into the workshop, secondary sedimentation tank produced returned sludge channel pipes, returned sludge from the pump to re-enter A2/O reactor, after treatment plant sludge dewatering sludge,mud into the storage pool, the last is outward processing. After the sewage treatment plant effluent quality to achieve \first order and b standard.This standard's data is in the table below.
Effluent water quality units:mg/L Project Content
CODcr 60
BOD5 20
NH4+-N 15
KEY WORDS: A2/O process, Nitrogen and Phosphorus removal, Wastewater treatment, Sludge treatment
SS 20
TN0 15
TP0 1
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目 录
第1章 前 言 .................................................................................................................. 1 §1.1 城市污水来源、水量及水质特点分析 ................................................................. 1 §1.1.1 城市污水来源 ................................................................................................. 1 §1.1.2 城市污水水量 ................................................................................................. 2 §1.1.3 城市污水水质特点 ......................................................................................... 2 §1.1.4 城市污水处理厂进水水质及水量 .................................................................. 2 §1.2 设计依据 ............................................................................................................... 3 §1.2.1 法律法规依据 ................................................................................................. 3 §1.2.2 技术标准及技术规范依据 .............................................................................. 3 §1.3 设计范围 ............................................................................................................... 3 §1.4 设计原则 ............................................................................................................... 3 §1.5 执行排放标准 ....................................................................................................... 4 第2章 污水处理方案及选择论证 ................................................................................... 5 §2.1 污水主要处理方法 ................................................................................................ 5 §2.1.1 SBR法 ............................................................................................................ 6 §2.1.2 厌氧池+氧化沟法 ........................................................................................... 6 §2.1.3 A2/O法 ............................................................................................................ 7 §2.1.4 一体化反应池 ................................................................................................. 7 §2.2 污水处理方案的选择 ............................................................................................ 8 第3章 污水处理工艺流程设计及原理说明 .................................................................... 9 §3.1 污水处理工艺流程设计 ........................................................................................ 9 §3.2 工艺原理及工程说明 ........................................................................................... 10 §3.2.1 格栅 ............................................................................................................... 10 §3.2.2 旋流沉砂池 ................................................................................................... 10 §3.2.3 生物池 ........................................................................................................... 10 §3.2.4 二沉池 ........................................................................................................... 11 §3.2.5 接触消毒池 ................................................................................................... 11
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§3.2.6 污泥处理 ....................................................................................................... 11 第4章 主要构筑物的工艺设计与计算 ........................................................................... 12 §4.1 设计流量的计算................................................................................................... 12 §4.2 格栅...................................................................................................................... 12 §4.2.1 粗格栅设计计算 ............................................................................................ 13 §4.2.2 细格栅设计计算 ............................................................................................ 15 §4.3 污水泵房 .............................................................................................................. 16 §4.3.1 水泵的选择 ................................................................................................... 17 §4.3.2 集水间计算 ................................................................................................... 17 §4.4 旋流沉砂池 .......................................................................................................... 17 §4.4.1 设备选型 ....................................................................................................... 18 §4.4.2 排沙方法 ....................................................................................................... 18 §4.5 A2/O反应池 .......................................................................................................... 18 §4.5.1 判断是否可采用A2/O法 .............................................................................. 18 §4.5.2 有关设计参数 ................................................................................................ 19 §4.5.3 设计计算： ................................................................................................... 20 §4.6 二沉池 .................................................................................................................. 28 §4.6.1 设计参数 ....................................................................................................... 29 §4.6.2 设计计算 ....................................................................................................... 30 §4.7 接触消毒池 .......................................................................................................... 36 §4.7.1 消毒剂的选择 .............................................................................................. 36 §4.7.2 消毒剂的投加 ................................................................................................ 36 §4.7.3 消毒池设计计算 ............................................................................................ 37 §4.8 污泥处理设计计算 ............................................................................................... 38 §4.8.1 污泥的来源与特性 ........................................................................................ 39 §4.8.1 污泥处理的目的与原则 ................................................................................ 40 §4.8.2 污泥泵房设计 ................................................................................................ 40 §4.8.3 贮泥池 ........................................................................................................... 41 §4.8.4 加药间 ........................................................................................................... 42 §4.8.5 污泥浓缩脱水车间 ........................................................................................ 44
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