AWWA C604-2017 Installation of Buried Steel Water Pipe-4 In (100 mm) and Larger.pdf

1、AWWA Standard SM Installation of Buried Steel Water Pipe4 In. (100 mm) and Larger Effective date: Aug. 1, 2017. First edition approved by AWWA Board of Directors Feb. 12, 2006. This edition approved Jan. 14, 2017. Approved by American National Standards Institute Jan. 6, 2017. ANSI/AWWA C604-17 (Rev

2、ision of ANSI/AWWA C604-11) Copyright 2017 American Water Works Association. All Rights Reserved. ii AWWA Standard This document is an American Water Works Association (AWWA) standard. It is not a specification. AWWA standards describe minimum requirements and do not contain all of the engineering a

3、nd administrative information normally contained in specifications. The AWWA standards usually contain options that must be evaluated by the user of the standard. Until each optional feature is specified by the user, the product or service is not fully defined. AWWA pub- lication of a standard does

4、not constitute endorsement of any product or product type, nor does AWWA test, certify, or approve any product. The use of AWWA standards is entirely voluntary. This standard does not supersede or take precedence over or displace any applicable law, regulation, or code of any governmental authority.

5、 AWWA standards are intended to represent a consensus of the water industry that the product described will provide satisfactory ser- vice. When AWWA revises or withdraws this standard, an official notice of action will be placed on the first page of the Official Notice section of Journal American W

6、ater Works Association. The action becomes effective on the first day of the month following the month of Journal American Water Works Association publication of the official notice. American National Standard An American National Standard implies a consensus of those substantially concerned with it

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8、, marketing, purchasing, or using products, processes, or proce - dures not conforming to the standard. American National Standards are subject to periodic review, and users are cau- tioned to obtain the latest editions. Producers of goods made in conformity with an American National Standard are en

9、couraged to state on their own responsibility in advertising and promotional materials or on tags or labels that the goods are produced in conformity with particular American National Standards. Caution n oti Ce : The American National Standards Institute (ANSI) approval date on the front cover of t

10、his standard indicates completion of the ANSI approval process. This American National Standard may be revised or withdrawn at any time. ANSI procedures require that action be taken to reaffirm, revise, or withdraw this standard no later than five years from the date of publication. Purchasers of Am

11、erican National Standards may receive current information on all standards by calling or writing the American National Standards Institute, 25 West 43rd Street, Fourth Floor, New York, NY 10036; 212.642.4900; or emailing infoansi.org. hours of work by your fellow water professionals. Revenue from th

12、e sales of this AWWA material supports ongoing product development. Unauthorized distribution, either electronic or photocopied, is illegal and hinders AWWAs mission to support the water community. This AWWA content is the product of thousands of ISBN-13, print: 978-1-62576-241-2 eISBN-13, electroni

13、c: 978-1-61300-432-6DOI: http:/dx.doi.org/10.12999/AWWA.C604.17 All rights reserved. No part of this publication may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopy, recording, or any information or retrieval system, except in the form of brief

14、 excerpts or quotations for review purposes, without the written permission of the publisher. Copyright 2017 by American Water Works Association Printed in USA Copyright 2017 American Water Works Association. All Rights Reserved. iii Committee Personnel The Steel Water Pipe Manufacturers Technical A

15、dvisory Committee (SWPMTAC) Task Force for Development and Maintenance of ANSI/AWWA C604, which revised this standard, had the following personnel at the time: Nash Williams, Chair S.A. Arnaout, Forterra, Dallas, Texas (AWWA) H.H. Bardakjian, Consultant, Glendale, Calif. (AWWA) J. Buratto, Lifelast

16、Inc., Austin, Texas (AWWA) R.J. Card, Consultant, Sugar Hill, Ga. (AWWA) D. Dechant, Consultant, Aurora, Colo. (AWWA) J. Forni, Jifco Inc., Livermore, Calif. (AWWA) B. Hansen, National Welding Corporation, Midvale, Utah (AWWA) B. Keil, Northwest Pipe Company, Draper, Utah (AWWA) D. Lay, Hytorc, High

17、land, Utah (AWWA) D. Libby, Chase Corporation, Westwood, Mass. (AWWA) J.L. Luka, American SpiralWeld Pipe Company, Columbia, S.C. (AWWA) R. Mielke, Northwest Pipe Company, Raleigh, N.C. (AWWA) J. Olmos, Ameron International, Rancho Cucamonga, Calif. (AWWA) R.N. Satyarthi, Baker Coupling Company Inc.

18、, Los Angeles, Calif. (AWWA) C. Shelley, Victaulic Company, Atlanta, Ga. (AWWA) N. Williams, National Welding Corporation, Midvale, Utah (AWWA) The Standards Committee on Steel Pipe, which reviewed and approved this standard, had the fol- lowing personnel at the time of approval: John H. Bambei Jr.,

19、 Chair Dennis Dechant, Vice-Chair John L. Luka, Secretary General Interest Members W.R. Brunzell, Brunzell Associates Ltd., Skokie, Ill. (AWWA) R.J. Card, Lockwood, Andrews & Newnam Inc., Sugar Hill, Ga. (AWWA) R.L. Coffey, HDR Engineering Inc., Omaha, Neb. (AWWA) S.N. Foellmi, Black & Veatch Corpor

20、ation, Irvine, Calif. (AWWA) Copyright 2017 American Water Works Association. All Rights Reserved. iv R.L. Gibson, Freese and Nichols Inc., Fort Worth, Texas (AWWA) M.D. Gossett,* HDR, Denver, Colo. (AWWA) M.B. Horsley,* Black & Veatch Corporation, Kansas City, Mo. (AWWA) R.A. Kufaas, Norske Corrosi

21、on & Inspection Services Ltd., Surrey, B.C., Canada (AWWA) J.L. Mattson, Corrosion Control Technologies, Sandy, Utah (AWWA) A. Murdock, CH2M, Salt Lake City, Utah (AWWA) R. Ortega,* Consultant, Spring, Texas (AWWA) E.S. Ralph, Standards Engineer Liaison, AWWA, Denver, Colo. (AWWA) A.E. Romer, AECOM,

22、 Orange, Calif. (AWWA) J.R. Snow, MWH Americas, Denver, Colo. (AWWA) W.R. Whidden, Woolpert, Winter Park, Fla. (AWWA) Producer Members D.W. Angell, Standards Council Liaison, American Flow Control, Birmingham, Ala. (AWWA) S.A. Arnaout, Forterra, Dallas, Texas (AWWA) H.H. Bardakjian, Consultant, Glen

23、dale, Calif. (AWWA) D. Dechant, Dechant Infrastructure Service, Aurora, Colo. (AWWA) V. DeGrande,* Ameron Water Transmission Group, Rancho Cucamonga, Calif. (AWWA) W.B. Geyer, Steel Plate Fabricators Association, Lake Zurich, Ill. (SPFA) B.D. Keil, Northwest Pipe Company, Draper, Utah (AWWA) J.L. Lu

24、ka, American SpiralWeld Pipe Company, Columbia, S.C. (AWWA) R.D. Mielke,* Northwest Pipe Company, Raleigh, N.C. (AWWA) J. Olmos, Ameron Water Transmission Group, Rancho Cucamonga, Calif. (AWWA) G.F. Ruchti,* Consultant, Punta Gorda, Fla. (SFPA) B. Simpson,* American Cast Iron Pipe Company, Birmingha

25、m, Ala. (AWWA) C.C. Sundberg, Victaulic, Issaquah, Wash. (AWWA) D. Walker, Avid Protective Products Ltd/TNEMEC Company, Oakville, Ont., Canada (AWWA) J.A. Wise, Canus International Sales Inc., Surrey, B.C., Canada (AWWA) User Members G.A. Andersen, New York City Bureau of Water Supply, Little Neck,

26、N.Y. (AWWA) J.H. Bambei Jr., Bambei Engineering Services, Arvada, Colo. (AWWA) * Alternate Liaison, nonvoting Copyright 2017 American Water Works Association. All Rights Reserved. v B. Cheng, Metro Vancouver, Burnaby, B.C., Canada (AWWA) M.E. Conner, San Diego County Water Authority, San Diego, Cali

27、f. (AWWA) R.V. Frisz, US Bureau of Reclamation, Denver, Colo. (BUREC) S. Hattan, Tarrant Regional Water District, Ft. Worth, Texas (AWWA) T.J. Jordan,* Metropolitan Water District of Southern California, La Verne, Calif. (AWWA) P.K. Karna, Tacoma Water, Tacoma, Wash. (AWWA) M. McReynolds, Metropolit

28、an Water District of Southern California, Oak Park, Calif. (AWWA) M. Turney,* Denver Water, Denver, Colo. (AWWA) N.A. Wigner, Los Angeles Department of Water and Power, Los Angeles, Calif. (AWWA) * Alternate Copyright 2017 American Water Works Association. All Rights Reserved. This page intentionall

29、y blank.vii Contents All AWWA standards follow the general format indicated subsequently. Some variations from this format may be found in a particular standard. SEC. PAGE SEC. PAGE Foreword I Introduction . ix I.A History . ix I.B Discussion ix I.C Acceptance . ix II Special Issues. . xi II.A Appli

30、cation . xi II.B Chlorine and Chloramine Degradation of Elastomers . xi III Use of This Standard xi III.A Purchaser Options and Alternatives xi III.B Modification to Standard xii IV Major Revisions . xii V Comments . xiii Standard 1 General 1.1 Scope 1 1.2 Purpose . 2 1.3 Application 2 2 References

31、2 3 Definitions . 3 4 Preliminary Information 4.1 Permeation 6 4.2 Materials . 6 4.3 Preconstruction Planning 6 5 Trench Construction 5.1 Alignment and Grade 7 5.2 Trench Construction . 8 6 Pipe Installation 6.1 General Pipe Installation . 10 6.2 Joint Assembly and Testing . 11 6.3 Thrust Restraint

32、28 6.4 Backfilling . 28 6.5 Flushing 31 6.6 Disinfection 31 6.7 Highway and Railroad Crossings 32 6.8 Subaqueous Crossings . 32 7 Verification 7.1 Inspection . 32 7.2 Hydrostatic Field Testing 33 8 Delivery 8.1 Unloading, Handling, and Storage 34 8.2 Affidavit of Compliance 35 Appendix A Flange Join

33、t Assembly A.1 General Flange Joint Assembly Procedures and Checklists . 37 A.2 Flanges, Fasteners, and Gaskets (Additional Details) . 41 A.3 Bolting Patterns and Sequences 44 Copyright 2017 American Water Works Association. All Rights Reserved. viii Figures 1 Typical O-Ring Gasket Assembly 12 2 Typ

34、ical Installation of Pipe with Gasketed Bell-and-Spigot Joints . 13 3 Joint Deflection . 14 4 Typical Installation of Pipe with Welded Bell-and-Spigot Joints . 16 5 Flat-Face Slip-on Ring Flange with Fillet Weld Detail 18 6 Gasket Types . 20 7 Trench Cross Section . 30 A.1 Legacy Pattern48-Bolt Flan

35、ge Bolt Grouping Example . 45 A.2 Quadrant/Circular Pattern ExampleReduces Tool Movement and Time vs Legacy Pattern . 45 A.3 Simultaneous Pattern Example Maintains Parallel Flanges and Reduces Passes and Bolt Interaction 46 A.4 Simultaneous Pattern with Multiple Tools Example . 47 Table 1 Soil Stiff

36、ness Categories . 30 SEC. PAGE SEC. PAGE Copyright 2017 American Water Works Association. All Rights Reserved. ix Foreword This foreword is for information only and is not a part of ANSI*/AWWA C604. I. Introduction. I.A. History. This standard pertains to the in-ground installation of steel pipeline

37、s for use in the distribution and transmission of water, air, and other products in water system facilities. It has been prepared by the AWWA Standards Committee on Steel Pipe, initially formed as Committee A7A in 1939. At that time, the Steel Water Pipe Manufacturers Technical Advisory Committee wa

38、s organized as a subsidiary group to function as a source of technical information for the parent committee. Committee A7A and its successors, Committee 8310D and the AWWA Standards Committee on Steel Pipe, have assumed responsibility for all AWWA standards and manuals pertaining to steel pipe, fitt

39、ings, linings and coatings, field installations, and related items. In 1996 the AWWA Standards Council directed the Standards Committee on Steel Pipe to develop a standard for the installation of steel pipelines and their appur- tenances used in water treatment or conveying facilities. The first edi

40、tion of AWWA C604 was approved by the AWWA Board of Directors on Feb. 12, 2006. The second edition was approved on Jan. 23, 2011. The present edition of C604 was approved on Jan. 14. 2017. I.B. Discussion. ANSI/AWWA C604 addresses the installation of steel pipe 4 in. (100 mm) in diameter and larger

41、typically used in the water industry. ANSI/ AWWA C604 anticipates the use of pipe produced in a fabricators shop or pipe mill that meets the stringent design, quality control, and testing requirements of AWWA Manual M11, ANSI/AWWA C200, and the applicable AWWA steel pipe lining and coating standards

42、. I.C. Acceptance. In May 1985, the US Environmental Protection Agency (USEPA) entered into a cooperative agreement with a consortium led by NSF International (NSF) to develop voluntary third-party consensus standards and a certification program for direct and indirect drinking water additives. Othe

43、r members of the original consortium included the Water Research Foundation (formerly AwwaRF) and the Conference of State Health and Environmental Managers (COSHEM). The * American National Standards Institute, 25 West 43rd Street, Fourth Floor, New York, NY 10036. NSF International, 789 North Dixbo

44、ro Road, Ann Arbor, MI 48105. Copyright 2017 American Water Works Association. All Rights Reserved. x American Water Works Association (AWWA) and the Association of State Drinking Water Administrators (ASDWA) joined later. In the United States, authority to regulate products for use in, or in contac

45、t with, drinking water rests with individual states.* Local agencies may choose to impose requirements more stringent than those required by the state. To evaluate the health effects of products and drinking water additives from such products, state and local agencies may use various references, inc

46、luding 1. Specific policies of the state or local agency. 2. Two standards developed under the direction of NSF: NSF/ANSI 60, Drinking Water Treatment ChemicalsHealth Effects, and NSF/ANSI 61, Drinking Water System ComponentsHealth Effects. 3. Other references, including AWWA standards, Food Chemica

47、ls Codex, Water Chemicals Codex, and other standards considered appropriate by the state or local agency. Various certification organizations may be involved in certifying products in accor- dance with NSF/ANSI 61. Individual states or local agencies have authority to accept or accredit certificatio

48、n organizations within their jurisdictions. Accreditation of certi- fication organizations may vary from jurisdiction to jurisdiction. Annex A, “Toxicology Review and Evaluation Procedures,” to NSF/ANSI 61 does not stipulate a maximum allowable level (MAL) of a contaminant for substances not regulat

49、ed by a USEPA final maximum contaminant level (MCL). The MALs of an unspecified list of “unregulated contaminants” are based on toxicity testing guidelines (noncarcinogens) and risk characterization methodology (carcinogens). Use of Annex A procedures may not always be identical, depending on the certifier. ANSI/AWWA C604 does not address additives requirements. Thus, users of this standard should consult the appropriate state or local agency having jurisdiction in order to 1. Determine additives requirements, including applicable standards. 2. Determi