欢迎来到麦多课文档分享! | 帮助中心 海量文档,免费浏览,给你所需,享你所想!
麦多课文档分享
全部分类
  • 标准规范>
  • 教学课件>
  • 考试资料>
  • 办公文档>
  • 学术论文>
  • 行业资料>
  • 易语言源码>
  • ImageVerifierCode 换一换
    首页 麦多课文档分享 > 资源分类 > PDF文档下载
    分享到微信 分享到微博 分享到QQ空间

    ARMY UFGS-46 07 53 16-2011 PACKAGED WASTEWATER TREATMENT EQUIPMENT BIOCHEMICAL.pdf

    • 资源ID:449791       资源大小:111.61KB        全文页数:30页
    • 资源格式: PDF        下载积分:10000积分
    快捷下载 游客一键下载
    账号登录下载
    微信登录下载
    二维码
    微信扫一扫登录
    下载资源需要10000积分(如需开发票,请勿充值!)
    邮箱/手机:
    温馨提示:
    如需开发票,请勿充值!快捷下载时,用户名和密码都是您填写的邮箱或者手机号,方便查询和重复下载(系统自动生成)。
    如需开发票,请勿充值!如填写123,账号就是123,密码也是123。
    支付方式: 支付宝扫码支付    微信扫码支付   
    验证码:   换一换

    加入VIP,交流精品资源
     
    账号:
    密码:
    验证码:   换一换
      忘记密码?
        
    友情提示
    2、PDF文件下载后,可能会被浏览器默认打开,此种情况可以点击浏览器菜单,保存网页到桌面,就可以正常下载了。
    3、本站不支持迅雷下载,请使用电脑自带的IE浏览器,或者360浏览器、谷歌浏览器下载即可。
    4、本站资源下载后的文档和图纸-无水印,预览文档经过压缩,下载后原文更清晰。
    5、试题试卷类文档,如果标题没有明确说明有答案则都视为没有答案,请知晓。

    ARMY UFGS-46 07 53 16-2011 PACKAGED WASTEWATER TREATMENT EQUIPMENT BIOCHEMICAL.pdf

    1、*USACE / NAVFAC / AFCESA / NASA UFGS-46 07 53.16 (February 2011)-Preparing Activity: USACE SupersedingUFGS-44 41 13 (October 2007)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2011*SECTION TABLE OF CONTENTSDIVISION 46 - WATER AND WASTEWATER EQUIPMENTSECTION

    2、 46 07 53.16PACKAGED WASTEWATER TREATMENT EQUIPMENT, BIOCHEMICAL02/11PART 1 GENERAL1.1 REFERENCES1.2 SYSTEM DESCRIPTION1.2.1 Extended Aeration Plant Design1.2.1.1 Aeration Zone1.2.1.2 Sludge-Settling Zone1.2.1.3 Sludge-Holding Zone1.2.1.4 Chlorination Zone1.2.2 Contact Stabilization Plant Design1.2.

    3、2.1 Contact Zone1.2.2.2 Sludge-Settling Zone1.2.2.3 Reaeration Zone1.2.2.4 Sludge-Holding Zone1.2.2.5 Chlorination Zone1.3 SUBMITTALS1.4 QUALIFICATIONS1.5 DELIVERY, STORAGE, AND HANDLING1.6 EXTRA MATERIALSPART 2 PRODUCTS2.1 MATERIALS AND EQUIPMENT REQUIREMENTS2.1.1 Standard Products2.1.2 Nameplates2

    4、.1.3 Special Tools2.2 MATERIALS2.2.1 Steel Plates, Shapes, and Bars2.2.2 Ductile Iron Pipe2.2.2.1 Flanged Ductile Iron Pipe2.2.2.2 Joints2.2.2.3 Fittings for Ductile Iron Pipe2.2.3 Steel Pipe2.2.3.1 Flanged Joints2.2.3.2 Slip Joints2.2.3.3 Mechanical JointsSECTION 46 07 53.16 Page 1Provided by IHSNo

    5、t for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.2.3.4 Welded Joints2.2.3.5 Fittings for Steel Pipe2.2.4 Galvanized Steel Pipe and Fittings2.2.5 Polyvinyl Chloride (PVC) Pipe and Fittings2.2.5.1 Push-On Joints2.2.5.2 Solvent Cement2.2.6 Pipe Hangers and Supports2.2.

    6、7 Valves2.2.7.1 Angle, Check, and Globe Valves2.2.7.2 Gate Valves2.2.7.3 Plug Valves2.2.8 Joint Compound2.2.9 Joint Tape2.2.10 Bolts and Nuts2.3 EQUIPMENT2.3.1 Electric Motors2.3.2 Motor Controls2.3.3 Protection from Moving Parts2.4 SEWAGE SHREDDER2.4.1 Performance and Design Requirements2.4.2 Scree

    7、ning and Cutting Mechanism2.4.3 Motor and Mounting2.4.4 Controls2.4.5 By-Pass Bar Screen2.5 BLOWERS2.5.1 Performance and Design Requirements2.5.1.1 Capacity2.5.1.2 Impellers2.5.1.3 Discharge2.5.2 Drive2.5.3 Controls2.5.4 Air Pressure Gauges2.5.5 Pressure Relief Valve2.5.6 Air Filter-Silencer2.5.7 Mo

    8、unting2.5.8 Enclosure2.6 AIR-DIFFUSION EQUIPMENT2.6.1 Performance and Design Requirements2.6.2 Piping and Valves2.6.3 Diffusers2.7 SLUDGE AND SCUM RECIRCULATION EQUIPMENT2.7.1 Piping and Valves2.7.2 Air Lift Pumps2.7.3 Mechanical Sludge Collector2.8 FROTH CONTROL SYSTEM2.8.1 Froth Spray Pump2.8.2 Pi

    9、ping and Valves2.8.3 Froth Spray Nozzles2.9 GAS CHLORINATION SYSTEM2.9.1 Gas Chlorinator2.9.1.1 Vacuum Regulator2.9.1.2 Flow Meter2.9.1.3 Flow Proportioning Valve2.9.1.4 Proportioner2.9.1.5 Ejector2.9.2 Booster Pump2.9.3 Diffuser2.9.4 Chlorinator Enclosure2.9.5 Piping and ValvesSECTION 46 07 53.16 P

    10、age 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.9.6 Cylinder Scale2.9.7 Gas Mask2.10 CALCIUM HYPOCHLORITE CHLORINATION SYSTEM2.10.1 Chemical Solution Tank2.10.2 Metering Pump2.10.3 Diffuser2.10.4 Chlorinator Enclosure2.10.5 Piping and Valves2.

    11、11 SEWAGE PUMPS2.11.1 Pumps2.11.2 Controls2.11.3 Pumping Structures2.12 FLOW METERING AND CONTROL2.12.1 Flow Metering2.12.1.1 Float Operation2.12.1.2 Ultrasonic Measuring2.12.2 Flow Control2.13 ACCESS WALKWAYS, PLATFORMS, AND HANDRAILS2.14 LUBRICATIONPART 3 EXECUTION3.1 EXAMINATION3.2 TREATMENT PLAN

    12、T CONSTRUCTION3.2.1 Pipe and Valve Installation3.2.1.1 Flanged Joints3.2.1.2 Screw Joints3.2.1.3 Push-On Joints for PVC Pipe3.2.1.4 Solvent-Weld Joints for PVC Pipe3.2.1.5 Valves3.2.2 Equipment Installation3.2.3 Electrical Work3.3 FRAMED INSTRUCTIONS3.4 TREATMENT PLANT INSTALLATION3.4.1 Preparation3

    13、.4.2 Installation3.4.3 Testing and Adjusting3.5 WELDING3.5.1 Procedures3.5.2 Testing3.5.2.1 Non-Destructive Testing3.5.2.2 Correction of Defective Welds3.6 PAINTING3.6.1 Preparation and Application3.6.2 Coating Testing3.6.3 Coating Repair3.7 MANUFACTURERS SERVICES3.8 FIELD TRAINING- End of Section T

    14、able of Contents -SECTION 46 07 53.16 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-46 07 53.16 (February 2011)-Preparing Activity: USACE SupersedingUFGS-44 41 13 (October 2007)UNIFIED FACILITIES GUIDE SPE

    15、CIFICATIONSReferences are in agreement with UMRL dated April 2011*SECTION 46 07 53.16PACKAGED WASTEWATER TREATMENT EQUIPMENT, BIOCHEMICAL02/11*NOTE: This guide specification covers the requirements for prefabricated biochemical wastewater treatment plants up to 380,000 L per day (100,000 gpd) capaci

    16、ty.Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new project specification sections. Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items,

    17、choose applicable items(s) or insert appropriate information.Remove information and requirements not required in respective project, whether or not brackets are present.Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change

    18、 Request (CCR).*PART 1 GENERAL1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publications are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.Use the R

    19、eference Wizards Check Reference feature when you add a RID outside of the Sections Reference Article to automatically place the reference in the Reference Article. Also use the Reference Wizards Check Reference feature to update SECTION 46 07 53.16 Page 4Provided by IHSNot for ResaleNo reproduction

    20、 or networking permitted without license from IHS-,-,-the issue dates.References not used in the text will automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print process.*The publications listed below form a part of this s

    21、pecification to the extent referenced. The publications are referred to within the text by the basic designation only.AMERICAN PETROLEUM INSTITUTE (API)API Spec 6D (2008; Errata 2008; Errata 2008; Errata 2009; Addendum 2009; Errata 2010) Specification for Pipeline ValvesAMERICAN WATER WORKS ASSOCIAT

    22、ION (AWWA)AWWA C110/A21.10 (2008) Ductile-Iron and Gray-Iron Fittings for WaterAWWA C111/A21.11 (2007) Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and FittingsAWWA C115/A21.15 (2005) Flanged Ductile-Iron Pipe With Ductile-Iron or Gray-Iron Threaded FlangesAWWA C151/A21.51 (2009) Ductile-Iron

    23、 Pipe, Centrifugally Cast, for WaterAWWA C200 (2005) Steel Water Pipe - 6 In. (150 mm) and LargerAWWA C206 (2011) Field Welding of Steel Water PipeAWWA C207 (2007) Standard for Steel Pipe Flanges for Waterworks Service-Sizes 100 mm through 3600 mm 4 in. through 144 in.AWWA C208 (2007; Errata 2009) S

    24、tandard for Dimensions for Fabricated Steel Water Pipe FittingsAWWA C900 (2007; Errata 2008) Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 4 In. Through 12 In. (100 mm Through 300 mm), for Water DistributionAMERICAN WELDING SOCIETY (AWS)AWS D1.1/D1.1M (2010) Structural Welding Cod

    25、e - SteelASME INTERNATIONAL (ASME)ASME B1.20.1 (1983; R 2006) Pipe Threads, General Purpose (Inch)SECTION 46 07 53.16 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASME B1.20.2M (2006) Pipe Threads, 60 Deg. General Purpose (Metric)ASME B16.1

    26、(2010) Gray Iron Threaded Fittings; Classes 25, 125 and 250ASME B16.3 (2006) Malleable Iron Threaded Fittings, Classes 150 and 300ASME B31.1 (2010) Power PipingASME B40.100 (2005) Pressure Gauges and Gauge AttachmentsASME BPVC SEC IV (2010) BPVC Section IV-Rules for Construction of Heating BoilersAS

    27、ME BPVC SEC IX (2010) BPVC Section IX-Welding and Brazing QualificationsASTM INTERNATIONAL (ASTM)ASTM A307 (2010) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile StrengthASTM A36/A36M (2008) Standard Specification for Carbon Structural SteelASTM A53/A53M (2010) Standard S

    28、pecification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and SeamlessASTM D 1785 (2006) Standard Specification for Poly(Vinyl Chloride) (PVC), Plastic Pipe, Schedules 40, 80, and 120ASTM D 2241 (2009) Standard Specification for Poly(Vinyl Chloride) (PVC) Pressure-Rated Pipe (SDR Serie

    29、s)ASTM D 2564 (2004; R 2009e1) Standard Specification for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping SystemsASTM D 3139 (1998; R 2005) Joints for Plastic Pressure Pipes Using Flexible Elastomeric SealsASTM D 3308 (2006) PTFE Resin Skived TapeASTM E 164 (2008) Ultrasonic Contact Ex

    30、amination of WeldmentsASTM E 390 (2001; R 2006e1) Radiographs Steel Fusion WeldsASTM E 94 (2004; R 2010) Radiographic ExaminationASTM F 477 (2010) Standard Specification for SECTION 46 07 53.16 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-El

    31、astomeric Seals (Gaskets) for Joining Plastic PipeMANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY (MSS)MSS SP-58 (2009) Pipe Hangers and Supports - Materials, Design and Manufacture, Selection, Application, and InstallationMSS SP-69 (2003) Pipe Hangers and Supports - Selecti

    32、on and Application (ANSI Approved American National Standard)MSS SP-70 (2006) Gray Iron Gate Valves, Flanged and Threaded EndsMSS SP-78 (2005a) Cast Iron Plug Valves, Flanged and Threaded EndsMSS SP-80 (2008) Bronze Gate, Globe, Angle and Check ValvesNATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NE

    33、MA)NEMA 250 (2008) Enclosures for Electrical Equipment (1000 Volts Maximum)NEMA ICS 1 (2000; R 2005; R 2008) Standard for Industrial Control and Systems: General RequirementsNEMA MG 1 (2009) Motors and GeneratorsTHE SOCIETY FOR PROTECTIVE COATINGS (SSPC)SSPC SP 10/NACE No. 2 (2007) Near-White Blast

    34、Cleaning1.2 SYSTEM DESCRIPTION*NOTE: Delete either paragraph Extended Aeration Plant Design or Contact Stabilization Plant Design.*1.2.1 Extended Aeration Plant Design*NOTE: If effluent standards require a 5-day B.O.D. of less than 10 mg/L, then effluent filters are recommended. The filtration unit

    35、shall be one two single dual media filter cell(s), with backwash and backwash holding tanks, and related pumps, blowers, valves, piping, and control devices.Insert design and peak flow rates. Comply with UFC 3-240-09FA for design flow rates. Peak flow rate should be 3 times design flow for plants up

    36、 to 57,000 L per day (15,000 gpd) design flow. Peak SECTION 46 07 53.16 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-flow should be 2.5 times design flow for plants between 57,000 L per day (15,000 gpd) and 380,000 L per day (100,000 gpd) de

    37、sign flow. Short term peak flow rate should be 4 times the design flow expressed as an hourly rate which does not necessarily correspond with the peak daily flow expressed in L per day (gpd). Verify percent suspended solids and BOD removal.Provide seismic details, if a Government designer (either Co

    38、rps office or A/E) is the Engineer of Record, and show on the drawings. Delete the bracketed phrase, in the last sentence, if no seismic details are provided. Pertinent portions of UFC 3-310-04 and Sections 13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT and 13 48 00.00 10 SEISMIC PROTECTION

    39、 FOR MECHANICAL EQUIPMENT, properly edited, must be included in the contract documents.*Treatment of wastewater shall be accomplished through intimate contact with activated sludge for a minimum of 18 hours followed by gravity clarification and chemical disinfection. The treatment plant shall be siz

    40、ed for a design flow of _ L/day gpd and a peak daily flow of _ L/day gpd. The treatment plant shall remove a minimum of 90 _ percent of the suspended solids and biochemical oxygen demand (5-Day BOD) for domestic wastewater with a 5-day BOD and suspended solids concentration between 200 _ and 400 _ m

    41、g/L at a short term peak flow rate of _ L/hour gph. Plant design shall conform to UFC 3-310-04 SEISMIC DESIGN FOR BUILDINGS and Sections 13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT and 13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT as shown on the drawings.1.2.1.1 Aeration Zo

    42、neThe aeration zone shall be sized for a detention time of between 18 and 36 hours at the design range of flows. Minimum waste-water depth shall be 3 _ m 10 _ feet and freeboard shall be 450 mm 18 inch. Provide a _ mm -inch diameter influent opening, reinforced with a pipe flange or steel plate and

    43、with suitable connection for the inlet sewer raw sewage pump discharge pipe. The influent shall enter the tank slightly above the wastewater surface and as far as practicable from the effluent opening. Air diffusers shall be provided in accordance with paragraph AIR-DIFFUSION EQUIPMENT. Fillets shal

    44、l be provided at the base of both long walls. A froth control spray system shall be provided in accordance with paragraph FROTH CONTROL SYSTEM. For rectangular tank air diffusers mounted along one side in center of tank the depth to width ratio shall be between 1.0:1.0 to 1.0:2.2 for good spiral rol

    45、l mixing. Peripheral tanks in circular plants shall utilize diffuser mounted along one side in radial pattern from inside tank wall.1.2.1.2 Sludge-Settling ZoneThe sludge-settling zone size shall be based upon a surface loading rate of not more than 12,225 _ L per day per square meter 300 _ gpd per square foot of water surface area at the average daily flow rate, and not more than


    注意事项

    本文(ARMY UFGS-46 07 53 16-2011 PACKAGED WASTEWATER TREATMENT EQUIPMENT BIOCHEMICAL.pdf)为本站会员(hopesteam270)主动上传,麦多课文档分享仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文档分享(点击联系客服),我们立即给予删除!




    关于我们 - 网站声明 - 网站地图 - 资源地图 - 友情链接 - 网站客服 - 联系我们

    copyright@ 2008-2019 麦多课文库(www.mydoc123.com)网站版权所有
    备案/许可证编号:苏ICP备17064731号-1 

    收起
    展开