VA 22 31 11-2011 WATER SOFTENERS.pdf
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1、02-11 22 31 11 - 1 SECTION 22 31 11 WATER SOFTENERS SPEC WRITER NOTE: Delete between /-/ if not applicable to project. Also delete any other item or paragraph not applicable in the section and renumber the paragraph. PART 1 GEN1ERAL 1.1 DESCRIPTION: Provide sodium cycle, cation exchange, pressure ty
2、pe, water softening equipment complete with piping services, electrical services, controls, accessories and auxiliary equipment. 1.2 RELATED WORK: A. Preparation and finish painting: Section 09 91 00, PAINTING. B. Section 13 05 41, SEISMIC RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS. C. Sec
3、tion 22 05 11, COMMON WORK RESULTS FOR PLUMBING. D. SECTION 22 08 00, COMMISSIONING OF PLUMBING SYSTEMS. Requirements for commissioning, systems readiness checklist, and training. 1.3 SUBMITTALS: A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. B. Manufacturer
4、s Literature and Data: 1. Softener tank construction, coatings and linings. 2. Tank distribution system design. 3. Main operating valve. 4. Control system and flow meter. 5. Exchange resin. 6. Brine system. 7. Accessories including pressure gages and test kit. 8. Performance data including normal an
5、d maximum flow and pressure drop. Certification that required performance will be achieved. 9. Piping. C. Complete detailed layout, setting, arrangement, and installation drawings including electrical/pneumatic controls. Drawings shall also show all parts of the apparatus including relative position
6、s, dimensions, and sizes and general arrangement of connecting piping. D. Completed System Readiness Checklist provided by the Commissioning Agent and completed by the contractor, signed by a qualified technician and dated on the date of completion, in accordance with the requirements of Section 22
7、08 00, COMMISSIONING OF PLUMBING SYSTEMS. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-02-11 22 31 11 - 2 1.4 PROJECT CONDITIONS: A. Influent Water Analysis: Calcium, Ca: _ppm Magnesium, Mg: _ppm Total Hardness: _ppm Iron, Fe: _ppm Manganese, Mn:
8、_ppm Total Dissolved Solids: _ppm Turbidity, NTU _ Color: _ PH: _ Confirm the analysis with current samples and tests. B. Design Parameters: Normal System Flow and Pressure Drop:_L/s100 kPa (_gpm15 psi) Maximum System Flow and Pressure Drop:_L/s100 kPa (_gpm25 psi) Backwash/Rinse Flow: _L/s (_gpm) B
9、ackwash Volume: _liters nominal (_gallons nominal) Daily Water Usage: _liters per day (_gallons per day) Volume of soft water between regenerations: _liters (_gallons) min. Daily Hours of Water Demand: _ Operating Temperature Range: 4 50 degrees C (40 120 degrees F) Operating Pressure Range (System)
10、: _ - _kPa (_ - _psig) Electrical Requirements: Dedicated 120 v, 60 Hz, 1 phase receptacle. 1.5 APPLICABLE PUBLICATIONS: A. The publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by the basic designation only. B. Federal
11、Specifications (Fed. Spec.): A-A-694DSodium Chloride, Technical C. American Society of Mechanical Engineers (ASME): B16.1-1998 Cast Iron Pipe Flanges and Flanged Fittings B16.3 - 2006Malleable-Iron Threaded Fittings Classes 150 and 300 B40.100 - 2005 .Pressure Gages and Gage Attachments Boiler and P
12、ressure Vessel Code, Section VIII, Pressure Vessels, 2007 D. ASTM International (ASTM): A53/A53M - 07 Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded and Seamless D2665-04ae2.Poly (Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Piping and Fittings. Provided by IHSNot for ResaleNo reprodu
13、ction or networking permitted without license from IHS-,-,-02-11 22 31 11 - 3 E. American Water Works Association (AWWA): B300 - 10 Hypochlorites B301 - 10 Liquid Chlorine C651 - 05.Disinfecting Water Mains F. National Electrical Manufacturers Association (NEMA): ICS-6-1993(R2006Industrial Control a
14、nd Systems: Enclosures G. Department of Health and Human Services, Food and Drug Administration (FDA): CFR 21, Chapter 1, Part 173.25, Ion-Exchange Resins CFR 21, Chapter 1, Part 175.300, Resinous and Polymeric Coatings PART 2 - PRODUCTS SPEC WRITER NOTE: Make material requirements agree with applic
15、able requirements specified in the referenced Applicable Publications. Update and specify only that which applies to the project. 2.1 SOFTENING SYSTEM: A. Vertical, down flow, pressure type with automatic controls to operate on sodium cycle. Automatic-alternating duplex units. Designed for 690 kPa (
16、100 psi) working pressure. All materials exposed to water shall be considered as generally safe by the Food and Drug Administration (FDA). B. Performance Requirements: 1. Continuous flow of zero hardness soft water (ASTM soap test method) with influent water conditions and flows listed in Part 1, wi
17、th only one of the duplex units in service. 2. Exchanger material shall not wash out of apparatus during any softening run regardless of rate of flow. 3. Turbidity and color of treated water shall not increase above that of raw water. 4. Dirty or turbid water shall not occur during any softening run
18、, regardless of changes in demand rate. 5. Strainer system, gravel bed, and exchange material shall not become fouled, either by turbidity in the raw water, or by dirt, rust or scale from pipe to the extent to render backwash ineffective. 6. Regeneration shall be accomplished within a period of 75 m
19、inutes and occur not more than once per day. Regeneration period shall be that part of cycle of operation from the time unit has delivered its softening capacity until it is ready to be delivering soft water again, including all backwashing, brining and brine washout, complete. Amount of salt necess
20、ary to completely recondition unit Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-02-11 22 31 11 - 4 after a capacity run shall not exceed 240 kg per cubic meter (15 pounds per cubic foot)of existing material. SPEC WRITER NOTE: Choose steel or FRP t
21、ank construction. Steel with ASME construction is recommended for durability and quality of construction and resistance to shock loads such as water hammer or impacts. ASME construction may be required in certain jurisdictions. FRP is subject to impact failure, cannot withstand a vacuum and is not s
22、uitable for seismic areas. C. Softener Tanks Steel: Butt-welded industrial grade steel. Test hydrostatically at 1.5 times the design pressure and provide certification. / Conform to ASME Boiler and Pressure Vessel Code, Section VIII. Provide stamp on tank and written certification. / Sidewall height
23、 shall be adequate to allow 50 percent of the mineral bed depth for expansion. Tanks shall have openings for mineral filling and removal. Provide steel supports to hold tanks in operating position above floor /and designed to resist seismic loading requirements for Zone 4, UBC Importance Factor 1.0/
24、. Exterior shall be degreased, cleaned, and coated with manufacturers standard prime and finish coatings. Interior shall have near-white sandblast and lined with phenolic epoxy, 0.20 0.25 mm (8 - 10 mils) thick. Interior coating shall be chemically inert, non-toxic, odorless and meet the requirement
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