NASA UFGS-33 32 13 13-2009 PACKAGED SEWAGE LIFT STATIONS WET WELL TYPE《包装的湿井类型污水提升站》.pdf

1、*USACE / NAVFAC / AFCESA / NASA UFGS-33 32 13.13 (May 2009)-Preparing Activity: NASA SupersedingUFGS-33 32 13.13 (January 2008)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2009*SECTION TABLE OF CONTENTSDIVISION 33 - UTILITIESSECTION 33 32 13.13PACKAGED SEW

2、AGE LIFT STATIONS, WET WELL TYPE05/09PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 DESIGN REQUIREMENTS1.4 PROTECTION FROM MOVING PARTS1.5 NAMEPLATES1.6 FIELD REPRESENTATIVE1.7 GENERAL REQUIREMENTSPART 2 PRODUCTS2.1 CHAMBER2.2 ENTRANCE COVERS2.3 SUMP PUMPS2.4 SEWAGE PUMPS2.5 PUMP CONTROLS2.6 PUMP CON

3、STRUCTION2.7 IMPELLERS2.8 COUPLINGS2.9 SHAFT SLEEVES2.10 STUFFING BOXES2.11 BALANCE2.12 SHAFTS2.13 BEARINGS2.14 LUBRICATION2.15 PIPING CONNECTIONS2.16 SUMP PUMP CONTROL2.17 VALVES2.18 PIPING2.19 VENTILATING BLOWER2.20 DEHUMIDIFIER2.21 EMERGENCY OVERFLOW2.22 ELECTRIC MOTORS2.23 PAINTSECTION 33 32 13.

4、13 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-PART 3 EXECUTION3.1 GENERAL3.2 TESTS3.3 OPERATION AND MAINTENANCE- End of Section Table of Contents -SECTION 33 32 13.13 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitt

5、ed without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-33 32 13.13 (May 2009)-Preparing Activity: NASA SupersedingUFGS-33 32 13.13 (January 2008)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2009*SECTION 33 32 13.13PACKAGED SEWAGE LIFT STATION

6、S, WET WELL TYPE05/09*NOTE: This specification covers the requirements for furnishing and installing a package-type underground wet well type sewage-lift station of a capacity required by the project.Edit this guide specification for project specific requirements by adding, deleting, or revising tex

7、t. For bracketed items, choose applicable items(s) or insert appropriate information.Remove information and requirements not required in respective project, whether or not brackets are present.Comments and suggestions on this guide specification are welcome and should be directed to the technical pr

8、oponent of the specification. A listing of technical proponents, including their organization designation and telephone number, is on the Internet.Recommended changes to a UFGS should be submitted as a Criteria Change Request (CCR).*PART 1 GENERAL1.1 REFERENCES*NOTE: This paragraph is used to list t

9、he 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 Reference Wizards Check Reference feature when you add a RID outside of the Sections

10、 Reference Article to automatically place the reference in the Reference Article. Also use the Reference Wizards Check Reference feature to update SECTION 33 32 13.13 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-the issue dates.References no

11、t 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 specification to the extent referenced. The publications are referred to within the

12、text by the basic designation only.AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)AASHTO M 198 (2008) Standard Specification for Joints for Concrete Pipe, Manholes and Precast Box Sections Using Preformed Flexible Joint SealantsAMERICAN WATER WORKS ASSOCIATION (AWWA)AWWA

13、C104/A21.4 (2008) Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for WaterAWWA C110/A21.10 (2008) Ductile-Iron and Gray-Iron Fittings for WaterAWWA C111/A21.11 (2000) Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and FittingsAWWA C115/A21.15 (2005) Flanged Ductile-Iron Pipe With Ducti

14、le-Iron or Gray-Iron Threaded FlangesAWWA C151/A21.51 (2002; Errata 2002) Ductile-Iron Pipe, Centrifugally Cast, for WaterAWWA C207 (2007) Standard for Steel Pipe Flanges for Waterworks Service-Sizes 100 mm through 3600 mm 4 in. through 144 in.ASME INTERNATIONAL (ASME)ASME B16.1 (2005) Standard for

15、Gray Iron Threaded Fittings; Classes 125 and 250ASME B16.11 (2005) Forged Fittings, Socket-Welding and ThreadedASME B16.3 (2006) Malleable Iron Threaded Fittings, Classes 150 and 300ASME B31.3 (2008) Process PipingASTM INTERNATIONAL (ASTM)ASTM A 105/A 105M (2005) Standard Specification for Carbon St

16、eel Forgings for Piping ApplicationsSECTION 33 32 13.13 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM A 123/A 123M (2008) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel ProductsASTM A 36/A 36M (2008) Stan

17、dard Specification for Carbon Structural SteelASTM A 53/A 53M (2007) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and SeamlessASTM A 536 (1984e1; R 2004) Standard Specification for Ductile Iron CastingsASTM A 615/A 615M (2008b) Standard Specification for Deformed

18、 and Plain Carbon-Steel Bars for Concrete ReinforcementASTM C 443 (2005a) Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber GasketsASTM C 443M (2007) Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets (Metric)ASTM C 478 (2009) Standard

19、 Specification for Precast Reinforced Concrete Manhole SectionsASTM C 478M (2009) Standard Specification for Precast Reinforced Concrete Manhole Sections (Metric)ASTM C 618 (2008a) Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in ConcreteASTM C 989 (2009) Stand

20、ard Specification for Ground Granulated Blast-Furnace Slag for Use in Concrete and MortarsHYDRAULIC INSTITUTE (HI)HI M100 (2005) Complete Set of Centrifugal, Reciprocating, Rotary and Vertical Centrifugal/Vertical Pump StandardsINTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)ISO 1940-1 (2003; Co

21、rrigendum 2005) Mechanical Vibration - Balance Quality Requirements for Rotors in a Constant (Rigid) State - Part 1: Specification and Verification of Balance Tolerance - International RestrictionsISO 2858 (1975) End Suction Centrifugal Pump (Rating 16 Bar) Designation Nominal Duty Point and Dimensi

22、ons - International SECTION 33 32 13.13 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-RestrictionsISO 5199 (2002) Technical Specifications for Centrifugal Pumps, Class IIISO 7005-2 (1988) Metallic Flanges Part 2: Cast Iron FlangesMANUFACTURER

23、S STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY (MSS)MSS SP-70 (2006) Standard for Cast Iron Gate Valves, Flanged and Threaded EndsMSS SP-86 (2002) Guidelines for Metric Data in Standards for Valves, Flanges, Fittings and ActuatorsNATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)NEMA

24、 250 (2008) Enclosures for Electrical Equipment (1000 Volts Maximum)1.2 SUBMITTALS*NOTE: Review Submittal Description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect only the submittals required for the project. Submittals should be kept to the minimu

25、m required for adequate quality control.A “G” following a submittal item indicates that the submittal requires Government approval. Some submittals are already marked with a “G”. Only delete an existing “G” if the submittal item is not complex and can be reviewed through the Contractors Quality Cont

26、rol system. Only add a “G” if the submittal is sufficiently important or complex in context of the project.For submittals requiring Government approval on Army projects, a code of up to three characters within the submittal tags may be used following the “G“ designation to indicate the approving aut

27、hority. Codes for Army projects using the Resident Management System (RMS) are: “AE“ for Architect-Engineer; “DO“ for District Office (Engineering Division or other organization in the District Office); “AO“ for Area Office; “RO“ for Resident Office; and “PO“ for Project Office. Codes following the

28、“G“ typically are not used for Navy, Air Force, and NASA projects.Choose the first bracketed item for Navy, Air Force and NASA projects, or choose the second bracketed item for Army projects.*SECTION 33 32 13.13 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without licen

29、se from IHS-,-,-Government approval is required for submittals with a “G“ designation; submittals not having a “G“ designation are for Contractor Quality Control approval.for information only. When used, a designation following the “G“ designation identifies the office that will review the submittal

30、 for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-01 Preconstruction SubmittalsSubmit Material, Equipment, and Fixtures List in accordance with paragraph entitled, “General Requirements,“ of this section.SD-02 Shop DrawingsSubmit the following in a

31、ccordance with paragraph entitled, “Design Requirements,“ of this section.Fabrication DrawingsErection/Installation DrawingsSD-03 Product DataSubmit manufacturers catalog data and equipment and performance data for the following items:Submit Spare Parts Data also for the following in accordance with

32、 paragraph entitled, “General Requirements,“ of this section.Man Hole ChambersEPA-CPG ComplianceEntrance CoversSump PumpsSewage PumpsPump ControlsImpellersCouplingsBearingsStuffing BoxesValvesPipingBlowersDehumidifierElectric MotorsSD-05 Design DataSubmit Design Data of Motor/Pumps with Manufacturer

33、 part number following:Rotor BarsStator SlotsSpeed of RotationCooling Fan BladesBearing ManufacturerBearing StyleBearing TypeBalls/ElementsCommutator BarsCommutator BrushesSECTION 33 32 13.13 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-SCR

34、Firing Frequencies (for variable speed motors)Pump ImpellersSD-07 CertificatesSubmit the following in accordance with paragraph entitled, “General Requirements,“ of this section.Listing of Product InstallationsSafety ConsiderationsRecycled Material ContentSubmit Certificates for the following items

35、in accordance with the applicable reference standards and description of this section.Man Hole ChambersEntrance CoversSump PumpsSewage PumpsBearingsPump ControlsImpellersCouplingsStuffing BoxesValvesPipingBlowersDehumidifierElectric MotorsSD-08 Manufacturers InstructionsSubmit manufacturers instruct

36、ions including special provisions required to install equipment components and system packages for the following items.Submit operating instructions, including standard operating procedures with startup, shutdown, and emergency operation for Package Lift Station, and the following:Man Hole ChambersE

37、ntrance CoversSump PumpsSewage PumpsPump ControlsImpellersCouplingsStuffing BoxesValvesPipingBlowersDehumidifierElectric MotorsSubmit the following in accordance with paragraph entitled, “General,“ of this section.Preventative Maintenance and InspectionSpecial ToolsSECTION 33 32 13.13 Page 8Provided

38、 by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Posted InstructionsSD-10 Operation and Maintenance DataSubmit Operation and Maintenance Manuals for package lift stations including the following in accordance with paragraph entitled, “Operation and Maintenanc

39、e,“ of this section.Equipment DescriptionAssembly and Installation ProceduresAdjustment and AlignmentCheckout ProceduresProcedures of OperationTroubleshooting1.3 DESIGN REQUIREMENTSActual range in capacities may vary from that stipulated if the minimum and maximum capacities specified are included.P

40、rovide each station with two pumps with controls capable of operating the pumps either simultaneously or individually, depending on the load conditions.Furnish and install each lift station as a complete unit with necessary appurtenances factory installed within a pump chamber and a vertical entranc

41、e tube cover and access ladder, all designed for the following:*NOTE: Pump capacity, head, and service life is to be as required by the project and specified.*Service life - 15 _ yearsPump capacity 475 _ liter 125 _ gallons per minute (gpm)Total head - 35 _ meter 115 _ feetSubmit Fabrication Drawing

42、s after receiving tentative approval of the equipment and the materials list but before installation, Contractor to submit drawings covering necessary or recommended changes to accommodate the equipment offered. Show clearly on the drawings the design of the chamber, with dimensions, types, and thic

43、knesses of materials, and elevation levels with reference to those elevations indicated.Submit Erection/Installation Drawings for the manhole chamber with the required equipment and accessories that are inclusive. Precast reinforced concrete manhole sections are to conform to ASTM C 478M ASTM C 478,

44、 and AASHTO M 198. Show clearly on the drawings the design of the chamber, with dimensions, types, and thicknesses of materials, and elevation levels with reference to those elevations indicated.Provide the following motor/pumps design data provided prior to final turnover - number of motor rotor ba

45、rs and stator slots; number of cooling fan blades; RPM of motor; bearings, bearing manufacturer, bearing type, bearing style and number of balls/elements; number of commutator bars and commutator brushes; SCR firing frequencies; and number of pump impellers.SECTION 33 32 13.13 Page 9Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.4 PROTECTION FROM MOVING PARTSLocate and guard belts, pulleys, chains, gears, couplings, projecti