（最新）青山湖污水处理厂工程优化初步设计.pdf

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1、青山湖污水处理厂工程Qing Shan Hu Sewage Treatment Plant 优化初步设计Optimized Preliminary Design工号 :2002-163中国市政工程华北设计研究院North China Municipal Engineering Design&Research Institute2003年 01 月国徽工程设计证书甲级单位名称：中国市政工程华北设计研究院业务范围：市政公用行业（地铁轻轨除外）甲级、建筑行业建筑工程甲级、冶金行业（焦化）甲级。以下空白证书编号：020010-sj有效期：*发证部门：中华人民共和国建部（印章）2002年 7 月 17

2、日中华人民共和国建设部印制文件签署院长曹开朗主 管 副 院 长徐强院 总 工 程 师李成江计划经营部部长王起技术质量部部长李颜强设 计九所所 长刘晓松设计九所副所长胡永龙设计九所总工程师申蓁项目负 责 人申蓁本人签署页院级审核审定李成江第九设计所所长刘晓松第九设计所副所长胡永龙第九设计所总工申蓁项目负责人申蓁工艺专业负责人李晶总图专业负责人宫业龙电气专业负责人刘清自控专业负责人余颖建筑专业负责人黄玉慧结构专业负责人刘迎焕暖通专业负责人李小慧青山湖污水处理厂工程Qing Shan Hu Sewage Treatment Plant优化初步设计Optimized Preliminary Desig

3、n第一卷设计说明书Part One:Specification of Optimized Design目录Content前言Preface-011 设计依据Bases of Design-2 设计范围Design Scope-3 工程规模Scale of the Project-4 污 水 处 理 厂 进 水 水 质Raw sewage quality of Qing Shan Hu Sewage Treatment Plant-5 污 水 处 理 厂 出 水 水 质Effluent quality of Qing Shan Hu Sewage Treatment Plant-6 污水 处 理

4、厂 处 理工 艺Treatment Process of the Sewage Treatment Plant-7 污水处理厂工程设计Engineering Design of Sewage Treatment Plant-工程内容Engineering Content-处理单元工艺设计Design of Treatment Process Unit-总平面设计General Layout-高程设计Design of Altitude-附属设施Other Facilities-建筑设计说明Notes For Architecture-结构设计说明Structure Design Referen

5、ce-电气设计Electrical Design-自动化仪表及控制系统的设计Automatic Control System And Instrumentation Design-8 暖通设计HV&AC Notes-9人员编制Staff Arrangement-前言 Preface中国市政工程华北设计研究院受德国柏林水务国际有限公司的委托，对南昌市青山湖污水处理厂工程进行施工图阶段设计。North China Municipal Engineering Design&Research Institute is commissioned by Berlinwasser International

6、 GmbH to the construction design of the Qing Shan Hu Sewage Treatment Plant in Nanchang city.在此之前德国柏林水务国际有限公司根据已审批的江西省南昌市青山湖污水处理工程初步设计提出了初步设计优化方案设想，并通过了有关方面的审查论证。为此，在施工图设计之前，中国市政工程华北设计研究院需以柏林水务国际有限公司提出的初步设计优化方案设想为基础并充分体现柏林水务国际有限公司的宗旨，对原江西省南昌市青山湖污水处理工程初步设计进行修改即优化初步设计。双方就工程技术方案进行了认真讨论、交流、磋商形成共识后，我院于 2

7、002 年 12 月 15 日开始了本项目的初步设计优化设计工作，于 2003 年 1 月 23日完成。在文件的编制过程中，得到了柏林水务国际有限公司的专家的大力支持和协作，同时也得到了南昌市污水处理工程有限公司等有关部门的支持和帮助。Berlinwasser International GmbH had put forward the conception of optimized preliminary design according to the audited“Preliminary Planning of Nanchang City Qing Shan Hu Sewage Trea

8、tment Plant in Jiangxi Province”which has passed through the audit.Therefore,the optimizing of preliminary design of NCMEDRI should be based on the conception of optimized preliminary planning and the accomplished preliminary design,and take full consideration of the tenet of the Berlinwasser Intern

9、ational GmbH.After a thorough discussion NCMEDRI start to work at and completed at During compiling,NCMEDRI received great help and support from Berlinwasser International GmbH and Nanchang Sewage Treatment Company.本文件由三部分内容组成：第一卷优化初步设计说明书第二卷主要设备材料清单第三卷设计图纸The whole document is composed of three par

10、ts:Part One:Specification of Optimized DesignPart Two:Main Equipments and Material ListPart Three:Design Drawings在第一卷中我们只对污水处理厂的工程设计部分做简要说明，其余方面可参见原初步设计，在本文件中不重复累述。Only a brief description of the engineering design of the sewage treatment plant will be done in Part One,and others can be referred to

11、in the original preliminary design,therefore,it will not be repeated here.1 设计依据Bases of Design 江西省南昌市青山湖污水处理厂工程初步设计说明书及图纸（上海市政工程设计研究院）（南昌市城市规划设计研究总院）2002年 4 月“Specification of the Preliminary Design for Nanchang City Qing Shan Hu Sewage Treatment PlantProject”and corresponding drawings(Shanghai Mun

12、icipal Engineering Design&Research Institute)(Nanchang General Urban Layout Design and Research Institute)施工图设计合同Construction Design Contract 南昌市青山湖污水处理厂初步设计优化方案（柏林水务国际有限公司）Strategy of Optimized Preliminary Design for Nanchang City Qing Shan Hu Sewage Treatment Plant(Berlinwasser International GmbH)

13、南昌市青山湖污水处理厂优化设计备忘录（2002年 12 月 13日）Notes of optimizing design for Nanchang City Qing Shan Hu Sewage Treatment Plant 设计范围Design Scope本项目的设计范围为青山湖污水处理厂工程（围墙内）。对厂内的工艺、建筑、结构、总图、电气、自控、暖通进行优化设计。Area for which design is to be performed:Complete sewage treatment plant premises up to the perimeter fence(inclu

14、sive):including optimizing of process,architecture and civil engineering,general drawing,electric&automatic control,and heating&ventilation.3 工程规模Scale of the project根据污水量预测，青山湖污水处理厂最终规模99 万 m3/d，分三期建设，一期规模33 万 m3/d。本项目按一期规模设计，充分考虑与二、三期的衔接。According to the prediction of the flow quantity,Qing Shan H

15、u Sewage Treatment Plant,Nanchang,consisting of the mechanical treatment stage(990,000m3/d)and the biological treatment stage(330,000m3/d).The design work is based on the scale of 330,000m3/d and take full consideration of the further two stages.4 污水处理厂进水水质Raw sewage quality of the sewage treatment

16、plant确定青山湖污水处理厂进水水质为：Raw sewage quality of Qing Shan Hu Sewage Treatment Plant is as the following:CODcr250mg/LBOD5130mg/LSS 200mg/LNH3-N 20mg/L磷酸盐 Phosphate（以 P计 calculated as P）L根据排水协议，无需考虑水质波动。No fluctuation of water quality need be considered according to the Supply Agreement.5 污水处理厂出水水质Effluent

17、 quality of Qing Shan Hu Sewage Treatment Plant青山湖污水处理厂出水水质如下：Effluent quality of Qing Shan Hu Sewage Treatment Plant is as the following:CODcr120mg/LBOD530mg/LSS 30mg/L磷酸盐 Phosphate（以 P计 calculated as P）LNH3-N 25mg/L6 污水处理厂处理工艺Treatment Process of the Sewage Treatment Plant依据德国柏林水务国际有限公司的初步设计优化方案，青

18、山湖污水处理厂处理工艺如下：According to the strategy of optimized preliminary design of Berlinwasser International GmbH,the treatment process will be as the following:污水处理工艺采用普曝法工艺。曝气池为氧化沟形式，采用表面曝气机曝气。Traditional aeration process will be applied in the treatment.The oxidation ditches are adopted as aeration tank

19、s with upside-down surface aerators.污泥处理工艺采用厌氧中温消化，消化后的污泥经机械脱水后外运。Anerobic mild temperature digestion is adopted in the treatment of sludge,and digested sludge shall be transported out after mechanical dewatering.对消化过程中产生的沼气进行综合利用，其用途有The usage of the biogas produced during digestion:（1）用于拖动进水泵的沼气发动

20、机To drive the 2 screw pumps.（2）用于加热消化池的沼气锅炉To heat up the digestion tank through biogas boiler:（3）用于厂区综合楼的集中空调溴化锂机组To the lithium bromide unit for central air-conditioning in the general office building.沼气利用的气量及热量平衡图见污泥处理工艺设计部分The amount and heat balance chart of the biogas please refer to the proce

21、ss design of sludge treatment.青山湖污水处理厂处理工艺流程如下：The flow of the Qing Shan Hu Sewage Treatment Plant is as the following:雨水溢流栅渣外运栅渣外运计量计量粗 格 栅 及细 格 栅曝 气 沉氧化终沉低排污 泥 泵污 泥 缓污 泥 浓消化储泥污 泥 脱原污水泥饼外运7 污水处理厂工程设计Engineering Design of the Sewage Treatment Plant工程内容Engineering Content青山湖污水处理厂规模33 万 m3/d，并予留二、三期规模

22、发展用地，其主要内容包括：The design scale Qing Shan Hu Sewage Treatment Plant is 330,000m3/d,and the developing area for further second and third stage is left.Main content is set as below:污水提升与预处理系统Sewage pumping and pretreatment system污水生化处理系统Sewage biological treatment system污泥处理系统沼气柜沼气利用Sludge treatment sys

23、tem厂区附属建筑Other buildings in plant厂区动力系统（包括变配电系统）Power system in plant(including transformer system)自动控制监测仪表系统Automatic control and instrument system厂区总平面及配套设施General layout of the plant and supporting system处理单元工艺设计Design of treatment process unit设计规模 Q=33万 m3/dScale:Q=330,000m3/d根据要求，截流倍数为 2 的雨水经污水

24、处理厂预处理后（经曝气沉砂后）直接溢流至厂区南侧的低排沟。Rain water whose interception multiple is 2 overflows to Dipai trough in front of the south of the plant after pretreatment(aeration grit chamber)雨季最大设计流量Qmax=m3/s(Qmax=990000 m3/d)The Rain season Qmax=m3/s(Qmax=990000 m3/d)旱季最大设计流量Q旱 max=m3/s(Q旱 max=380000 m3/d)The dry

25、season Q旱 max=m3/s(Q旱 max=380000 m3/d)旱季平均设计流量Q平均=m3/s(Q平均=330000 m3/d)The dry season Q平均=m3/s(Q平均=330000 m3/d)(1)粗格栅及进水泵房Coarse screen and inlet pump station设计参数及描述：Design parameters and description 粗格栅及进水泵房土建及设备规模均按一期规模设计并充分考虑与二、三期规模的衔接。Scale of civil Engeneering and equipments are set forth accor

26、ding to the first stage and give full consideration to the further second and third stage.设计流量：雨季最大流量Qmax=m3/s Design flow quantity:Rain season Qmax=m3/s 旱季最大流量 Q旱 max=m3/s Dry season Q max=m3/s 旱季平均流量 Q平均=m3/s Dry season Q aver.=m3/s 粗格栅间的设置，可去除污水中较大漂浮物以保证污水提升泵的正常运行，粗格栅间内安装有齿耙除污机和用于维修的闸门等设备。该格栅除污设备

27、带有独立轨道及抓爪，根据时间间隔或格栅前后水位差，自动启闭悬挂在载重滑车上的机械抓爪，将污物排放至收集箱，完成栅渣的收集、输送和装箱。采用机械格栅与进水泵房合建，共设三条渠道，单沟宽2000mm，正常情况下，三台格栅运行，事故时互为备用。Coarse screen is designed to remove the relative big floaters to ensure the normal operation of the inlet pump.Rake and maintenance gates etc are installed in the coarse screen stat

28、ion.Rake brings itself independent trails and grippers,and remove the screens to the dustbin automatically according to time intermittent or water level difference.It accomplishes the collection,transportation and incasement.The coarse screen and inlet pump station are joined together.There are alto

29、gether 3 channels designed in the coarse screen station with individual width 2000mm.3 coarse screens are in operation normally and be standby by each other when accidents happen.设置进水泵房，用来提升污水以满足后续污水处理流程及竖向的衔接要求，为地下式钢筋混凝土矩形集水池，泵房与粗格栅合建，污水经泵房提升后通过渠道，进入细格栅站。进水泵采用螺旋泵型式，以提高效率减少维护。内设6 台螺旋污水泵，旱季3 用 3 备，雨季

30、 6台全开。根据沼气平衡计算，其中两台进水泵采用沼气发动机驱动，当运行初期无沼气时可用天然气暂时替代。根据实际运行情况租用天然气子站用专用车。每台螺旋泵前均设有闸门以便检修。在集水泵池上部建有泵房，用于防护螺旋泵的电机和沼气发动机及配套的余热利用系统，室内装有现场电控柜及PLC柜。The inlet pump station is designed for pumping sewage to satisfy the treatment flow and vertical link up.It is an underground reinforced concrete rectangular t

31、ank,will be built together with the coarse screen.Sewage is pumped to the fine screen station through channels.6 screw pumps are adopted to improve efficiency and reduce maintenance.3 are in operation and three standby in dry season and 6 in operation in rain season.2 of the 6 screw pumps are drove

32、by biogas engines due to the balance calculation of the biogas.In the first period of operation when there is not enough biogas,the 2 biogas engines will use natural gas as fuel.Special trucks will be leased from the natural gas substation according to operation requirement.A rectangular gate is set

33、 before each of the screw pump for its maintenance.A pump house is built on the channels in which are engines for screw pumps,heat recycling systems and PLC&control panels.粗格栅间尺寸：长 X宽 X高 7m x 8m x Dimensions of the coarse screen:Length x width x heigh 7m x 8m x B.主要设备及参数Main equipments and parameter

34、s 齿耙除污机Rake 数量：3套Quantity:3 sets 格栅宽度：B=Width of the screen:B=栅条间隙：b=80mm Clearance of the bars:b=80mm 栅条倾角：=70oInclination of the bars:=70o栅前水深：（雨季）Water depth before screen:(rain season)（旱季最大）dry season)过栅流速：s 旱季流速velocity:s(Dry season)s 雨季流速s(rain season)电动闸门数量：3套Quantity:3 sets 规格：2m x N=Specifi

35、cation:2m x N=螺旋泵及配套设备Screw pumps and its accessories 设备数量：6 套（雨季全开，平均旱季 2 台，最大旱季 3 台）Quantity:6 sets(all in operation in rain season,and dry season)流量：Q=1910 L/s Flow quantity:Q=1910 L/s 提升高度：H=（设计水位,提升后水位）Head:H=level,and after pumping)螺旋直径：D=Diameter of the screw:D=配套电机Engines 设备数量：4 套Quantity:4

36、sets 单台功率 N=250 kw Power for each:N=250 kw 沼气发动机Biogas engines 设备数量：2 套Quantity:2 sets 单台功率 N=250 kw Power for each:N=250 kw 所需沼气量 6178N m3/d Biogas needed:6178N m3/d 可利用余热 1237x104Kcal/d Usable remain heat:1237x104Kcal/d -热回收系统 300KW -Heat recovery system 300KW -紧急冷却系统 96Kcal/s -Emergency air coole

37、r 96Kcal/s -油泵 40l/h -Oil pump 40l/h 叠梁闸门Pensrock 数量：6 套Quantity:6 sets(2)细格栅站Fine screen station 设计参数及描述Description of the design parameters 细格栅站土建及设备规模均按一期规模设计并充分考虑与二、三期规模的衔接。Scale of civil Engineering and equipments are set forth according to the first stage and give full consideration to the fur

38、ther second and third stage.设计流量：雨季最大流量Qmax=m3/s Design flow quantity:Rain season Qmax=m3/s 旱季最大流量 Q旱 max=m3/s Dry season Q max=m3/s 旱季平均流量 Q平均=m3/s Dry season Q aver.=m3/s 设置细格栅可去除原水中漂浮物以及杂物，保证后续处理流程的通畅，设有八条渠道。八条渠道格栅前后分别装有闸门以便检修。细格栅的栅渣由螺旋传送至栅渣压实后送往栅渣箱中，污水经过细格栅后进入曝气沉砂池。细格栅站与进水泵房联建，单渠宽。The fine scree

39、n station is designed to remove floaters in the raw sewage to ensure a smooth flow in the following treatment.8 channels,each is equipped with penstorks for maintenance,are set.Screens are removed by screw conveyor and crushed by screens presser,and sent into dustin.Sewage flows into aeration grit c

40、hamber after fine screen.Fine screen station is built together with inlet pump station,and single channel width is.主要设备及参数Main equipments and parameters 机械旋转细格栅Mechanical rotation fine screen 数量：8台Quantity:8 sets 格栅宽度：B=Width:B=栅条间隙：b=15mm Clearance between bars:b=15mm 格栅倾角：=70oInclination:=70o栅前水深：

41、Water depth:单台功率 N=kw Power for each:N=kw 螺旋输送机Screw conveyor 数量：1台Quantity:1 set 规格：6m3/h L=23m Specification:6m3/h L=23m 单台功率：N=Power for each set:N=栅渣压实机Screen presser 数量：1台Quantity:1 set 规格：6m3/h Specification:6m3/h单台功率：N=Power for each set:N=a.手动渠道闸门Manual Channel Penstock数量：16套Quantity:16 sets

42、规格：x Specification:x(3)曝气沉砂池Aeration Grit ChamberA.设计参数及描述Description of the design parameters曝气沉砂池土建及设备规模均按一期规模设计并充分考虑与二、三期规模的衔接。Scale of civil Engineering and equipments are set forth according to the first stage and give full consideration to the further second and third stage.设计流量：雨季最大流量Qmax=m3/

43、sDesign flow quantity:Rain season Qmax=m3/s旱季最大流量 Q旱 max=m3/s Dry season Q max=m3/s旱季平均流量 Q平均=m3/sDry season Q aver.=m3/s沉砂池采用曝气沉砂池系统，可去除原水中粒径较大的无机砂粒，以保证后续流程的正常运行。The aeration grit setting system of the grit chamber can remove the relative big inorganic granules to ensure a smooth flow in the follow

44、ing treatment.吸砂泵提升沉砂至砂水分离器，进行砂水分离。污水经沉砂池后进入氧化沟。罗茨鼓风机放置于进水泵房一层内。Grit removal pump raises grits to grit classifier,which separate grit from sewage flows into oxidation ditch after blowers are put in first floot of the pump station.采用两组沉砂池系统（每组两池）。Two groups of grit chambers are adopted(each with two

45、chambers).池数：4 池Number of tanks:4 chambers雨季停留时间：2 minRetention time in dry seasons:5 min池长：L=30mLength of the chamber:L=30m池宽：B=Width of the chamber:B=有效水深约 H效=mEffective water depth:Heffective=m所需空气量：1788 m3/hAir needed:1788 m3/hB.主要设备及参数Main equipments and parametersa.刮砂桥Grit scraper数量：2套（两池共用 1

46、套）Quantity:2 sets(one for each two chambers)桥长：L=10mLength:L=10m单台功率：N=Power for each set:N=b.吸砂泵Grit removeal pump数量：4套Quantity:4 sets规格：Q=40m3/h H=5mSpecification:Q=40m3/h H=5m单台功率：N=Power for each set:N=c.罗茨鼓风机Blowers数量：3套（二用一备）Quantity:3 sets(one standby)规格：Q=895m3/h H=Specification:Q=895m3/h H=

47、单台功率：18kwPower for each set:18kwd.砂水分离器数量：2套Quantity:2 sets规格：Q=70120m3/hSpecification:Q=70120m3/h单台功率：N=Power for each set:N=e.手动渠道闸门Manual channel penstock数量：4套Quantity:4 sets规格：x Specification:x f.手动渠道闸门Manual channel penstock数量：4套Quantity:4 sets规格：x Specification:x(4)雨水溢流渠Rain Overflow ChannelA.

48、设计参数及描述Description of the design parameters为矩形钢筋砼结构，池内设有调节堰板，雨季时可调节溢流量以保证进入氧化沟流量的稳定。在进入氧化沟渠道的入口处装有叠梁闸，雨季时可插入叠梁闸板以保证进入氧化沟流量的稳定。溢流后的雨水直接排入低排沟，该渠道按一期规模设计。Rectangular reinforced concrete structure with adjustable weir in for adjustment of overflow quantity in rain seasons to ensure stability in the oxid

49、ation ditches.Stop logs are installed in the entrance of the oxidation ditches,to ensure the stable operation of the oxidation ditches in rain seasons.The overflowed rain flows into Dipai Trough directly,and the overflow channel is designed as the first stage(330,000m3/d).主要设计参数：Main design paramete

50、rs:最大雨水溢流量 s quantity of the rain water:s池长：20mLength of the tank:20mB.主要设备及参数Main equipments and parametersa.电动调节堰板Electric adjustable weir规格：L=5m H=Specifications:L=5m H=单台功率：Power for each set:b.叠梁闸Stop logs规格：L=H=Specifications:L=H=(5)氧化沟Oxidation DitchesA.设计参数及描述Description of the design parame