1、ANSI/AWWA D103-09 (Revision of AWWA D103-97) AWWA Standard Effective date: Nov. 1, 2009. First edition approved by AWWA Board of Directors Jan. 28, 1980. This edition approved Jan. 25, 2009. Approved by American National Standards Institute Sept. 11, 2009. 6666 West Quincy Avenue Advocacy Denver, CO
2、 80235-3098 Communications T 800.926.7337 Conferences www.awwa.org Education and TrainingScience and TechnologySections The Authoritative Resource on Safe Water Factory-Coated Bolted Carbon Steel Tanks for Water Storage Incorporates errata dated Oct. 2010.Incorporates addenda dated Nov. 2014. hours
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13、te, 25 West 43rd Street, Fourth Floor, New York, NY 10036; (212) 642-4900. ISBN-13, print: 978-1-58321-937-9 eISBN-13, electronic: 978-1-61300-230-8 ISBN-10, print: 1-58321-937-4 eISBN-10, electronic: 1-61300-230-0 All rights reserved. No part of this publication may be reproduced or transmitted in
14、any form or by any means, electronic or mechanical, including photocopy, recording, or any information or retrieval system, except in the form of brief excerpts or quotations for review purposes, without the written permission of the publisher. Copyright 2009 by American Water Works Association Prin
15、ted in USA iii Committee Personnel The D103 Revision Task Force, which developed this standard, had the following personnel at the time: Keith McGuire, Chair General Interest Members D.B. Harrison, Associated Engineering (B.C.) Ltd., Comox, B.C. (AWWA) S.W. Meier, Tank Industry Consultants, Indianap
16、olis, Ind. (AWWA) Producer Members R.V.D. Field, Engineered Storage Products Company, DeKalb, Ill. (AWWA) C. Margolf, TEMCOR, Gardena, Calif. (AWWA) J.E. Marquez, Superior Tank Company Inc., Rancho Cucamonga, Calif. (AWWA) K. McGuire, Columbian TecTank Inc., Parsons, Kan. (AWWA) B. Rumple, Columbian
17、 TecTank Inc., Kansas City, Kan. (AWWA) L.D. Scott, CB&I Constructors Inc., Atascadero, Calif. (AWWA) J. Staat, Conservatek Industries, Conroe, Texas (AWWA) The A WWA Standards Committee on Steel Elevated Tanks, Standpipes, and Reservoirs, which reviewed and approved this standard, had the following
18、 personnel at the time of approval: Stephen W. Meier, Chair General Interest Members E. Darrimon, Bay Area Coating Consultant Service Inc., Denair, Calif. (AWWA) W.J. Dixon, Dixon Engineering Inc., Lake Odessa, Mich. (AWWA) F.S. Kurtz, *Standards Engineer Liaison, AWWA, Denver, Colo. (AWWA) S.W. Mei
19、er, Tank Industry Consultants, Indianapolis, Ind. (AWWA) B.M. Shepherd, *Standards Council Liaison, Metro Water District of Southern California, La Verne, Calif. (AWWA) J.I. Strand, Short Elliott Hendrickson Inc., Chippewa Falls, Wis. (AWWA) C.C. Sundberg, CH2M HILL Inc., Issaquah, Wash. (AWWA) * Li
20、aison, nonvoting iv J.H. Wilber, American AVK, Littleton, Colo. (AWWA) R.S. Wozniak, Bow Tech Ltd., Batavia, Ill. (AWWA) Producer Members J.W. Davis, TNEMEC Company, Kansas City, Mo. (AWWA) B.E. Kromer, Tank Builders Inc., Euless, Texas (AWWA) S. Lamb, Nickel Development Institute, Huntington, W.V.
21、(AWWA) G.A. Larson, CB&I Constructors Inc., Clive, Iowa (AWWA) K. McGuire, Columbian TecTank Inc., Parsons, Kan. (AWWA) L.D. Scott, *CB&I Constructors Inc., Atascadero, Calif. (AWWA) D.L. Stilger, Caldwell Tanks Inc., Louisville, Ky. (AWWA) User Members C.P. Harder, City of Fort Worth, Fort Worth, T
22、exas (AWWA) E.J. King, Connecticut Water Co., Clinton, Conn. (AWWA) J.L. Ortiz, San Francisco Public Utilities Commission, San Francisco, Calif. (AWWA) J.P. Scott, New JerseyAmerican Water Company, Delran, N.J. (AWWA) D.T. Wagner, EBMUD, Oakland, Calif. (AWWA) * Alternate v Contents All AWWA standar
23、ds follow the general format indicated subsequently. Some variations from this format may be found in a particular standard. Foreword I Introduction . xi I.A Background xi I.B History . xi I.C Acceptance . xi II Special Issues . xii II.A Purchase xii II.B Design and Construction xii II.C Coatings .
24、xiii II.D Foundations . xiii II.E Annual Inspection, Maintenance, and Operation xiii II.F Disinfection Procedures and Cathodic Protection . xiii III Use of This Standard xiv III.A Purchaser Options and Alternatives xiv III.B Information to Be Provided With the Bid xvi III.C Modification to Standard
25、. xvi IV Major Revisions xvi V Comments xvii Standard 1 General 1.1 Scope 1 1.2 Drawings to Be Provided . 2 2 References 2 3 Definitions . 6 4 Materials 4.1 General . 7 4.2 Bolts, Nuts, and Anchor Bolts . 7 4.3 Foundation-Reinforcing Steel 7 4.4 Plates and Sheets . 7 4.5 Structural Shapes 8 4.6 Cast
26、ings 9 4.7 Forgings 9 4.8 Electrodes 9 4.9 Pipe and Fittings for Fluid Conductors . 9 4.10 Gaskets and Sealants . 10 5 General Design 5.1 Types of Joints . 11 5.2 Design Loads 11 5.3 Design Criteria 12 5.4 Tank Shell . 13 5.5 Bolted Joints 14 5.6 Weld Design . 16 5.7 Roof Supports . 16 5.8 Steel Thi
27、ckness 17 5.9 Foundation Anchor Bolts 18 5.10 Reinforcement Around Openings 21 5.11 Equivalent Metric Equations . 22 6 Sizing of Tanks 6.1 Standard Capacities, Diameters, and Heights . 23 SEC. PAGESEC. PAGE vi 7 Accessories for Tanks 7.1 Shell Manholes 23 7.2 Pipe Connections 23 7.3 Overflow . 24 7.
28、4 Ladders . 24 7.5 Safety Devices . 25 7.6 Roof Openings 25 7.7 Vent 25 7.8 Galvanic Corrosion . 26 8 Welding 8.1 General . 26 8.2 Welds 26 8.3 Preparation of Surfaces to Be Welded . 28 8.4 Undercuts and Penetration of Welds 28 8.5 Cleaning of Welds . 28 9 Shop Fabrication 9.1 Straightening . 28 9.2
29、 Finish of Plate and Sheet Edges . 29 9.3 Rolling 29 9.4 Forming 29 9.5 Manufacturing Tolerances . 29 9.6 Coatings 29 9.7 Shipping 29 10 Erection 10.1 General . 30 10.2 Bolting 30 10.3 Gasketing and Sealants . 30 10.4 Coating Repair 30 10.5 Cleanup 30 11 Inspection and Testing 11.1 Shop Inspection 3
30、0 11.2 Testing 31 11.3 Disinfecting 31 12 Coatings 12.1 General . 31 12.2 Coating Repair 31 12.3 Galvanized Coatings . 31 12.4 Glass Coatings 32 12.5 Thermoset Liquid Suspension Coatings 32 12.6 Thermoset P owder Coatings 33 12.7 Marking 34 12.8 Protection 34 12.9 Holiday Testing . 34 13 Foundation
31、Design and Construction 13.1 General Requirements . 34 13.2 Geotechnical . 35 13.3 Safety Factors 35 13.4 Foundation Types 36 13.5 Foundation Design Details 38 13.6 Concrete Design, Materials, and Construction 39 13.7 Backfill 39 14 Seismic Design 14.1 General . 40 14.2 Design Earthquake Ground Moti
32、on . 41 14.3 Seismic Design Loads 77 14.4 Piping Connections . 88 14.5 Foundation Considerations . 89 14.6 Equivalent Metric Equations . 90 SEC. PAGESEC. PAGE vii 15 Wind Design 15.1 Wind Pressure . 91 15.2 Anchor Check . 98 15.3 Sliding Check 98 15.4 Top and Intermediate Shell Girders 99 15.5 Tensi
33、le Straps 101 15.6 Equivalent Metric Equations . 101 Appendix A Commentary for Factory-Coated Bolted Carbon Steel Tanks for Water Storage A.1 General . 103 A.2 References . 103 A.4 Materials . 104 A.5 General Design . 104 A.7 Accessories for Tanks . 106 A.11 Inspection and Testing 107 A.13 Foundatio
34、n Design and Construction . 107 A.14 Seismic Design 108 A.15 Wind Design of Flat-Bottom Water Storage Tanks . 116 A.16 Structurally Supported Aluminum Dome Roofs 117 Figures 1 Extreme Frost PenetrationInches 38 2 Recommended Depth of Pipe CoverFeet Above Top of Pipe . 40 3 Mapped Maximum Considered
35、Earthquake Spectral Response Acceleration, 5 Percent Damped, at 0.2-Sec Period S Sfor Site Class B for the Conterminous United States 44 4 Mapped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 1-Sec Period S 1for Site Class B for the Conterminous United States 46
36、5 Mapped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 0.2-Sec Period S Sfor Site Class B for Region 1 48 6 Mapped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 1-Sec Period S 1for Site Class B for Region 1 50 7 Mapped Maximum
37、 Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 0.2-Sec Period S Sfor Site Class B for Region 2 52 8 Mapped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 1-Sec Period S 1for Site Class B for Region 2 53 9 Mapped Maximum Considered Eart
38、hquake Spectral Response Acceleration, 5 Percent Damped, at 0.2-Sec Period S Sfor Site Class B for Region 3 54 10 Mapped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 1-Sec Period S 1for Site Class B for Region 3 55 SEC. PAGESEC. PAGE viii 11 Mapped Maximum Consi
39、dered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 0.2-Sec Period S Sand 1-Sec Period S 1for Site Class B for Region 4 56 12 Mapped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 0.2-Sec Period S Sand 1-Sec Period S 1for Site Class B for Hawaii
40、. 57 13 Mapped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 0.2-Sec Period S Sfor Site Class B for Alaska . 58 14 Mapped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 1-Sec Period S 1for Site Class B for Alaska . 59 15 Mapped
41、 Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Damped, at 0.2-Sec Period S Sand 1-Sec Period S 1for Site Class B for Puerto Rico, Culebra, Vieques, St. Thomas, St. John, and St. Croix 60 16 Mapped Maximum Considered Earthquake Spectral Response Acceleration, 5 Percent Dampe
42、d, at 0.2-Sec Period S Sand 1-Sec Period S 1for Site Class B for Guam and Tutuilla 61 17 Region-Dependent Transition Period for Longer-Period Ground Motion T L. 66 18 Deterministic Lower Limit for Maximum Considered Earthquake Ground Motion . 72 19 Bottom Piping Connection of a Self-Anchored Tank Wi
43、th Steel Bottom . 89 20 Basic Wind Speed V 93 A1 Design Response SpectraGeneral Procedure 111 A2 Design Spectral Response Acceleration That Causes the Tank to Slide S ai , slide. 112 A3 Curve for Obtaining Factor K pfor the Ratio D/H . 113 A4 Curves for Obtaining Factors W i /W Tand W c /W Tfor the
44、Ratio D/H . 114 A5 Curves for Obtaining Factors X i /H and X c /H for the Ratio D/H 114 A6 Pressure-Stabilizing Buckling Coefficient DC cfor Self-Anchored Tanks . 115 Tables 1 Physical Requirements for Gasket Material . 10 2 Seismic Importance Factor I E42 3 Site Class Definitions 43 4 Short-Period
45、Site Coefficient F a64 5 Long-Period Site Coefficient F v . 64 6 Response Modification Factors R iand R c. 65 SEC. PAGESEC. PAGE ix 7 Minimum Freeboard Requirements 86 8 Minimum Design Displacements for Piping Attachments 88 9 Force Coefficient C f. 92 10 Velocity Pressure Exposure Coefficient K z92
46、 A1 Seismic Use Group 109 This page intentionally blank. xi This foreword is for information only and is not a part of ANSI/AWWA D103. I. Introduction. I.A. Background. This standard covers factory-coated bolted steel tanks for water storage and is based on the accumulated knowledge and experience o
47、f manufacturers of bolted steel tanks. * I.B. History. The first version of this standard was prepared in cooperation with the Bolted Tank Manufacturers Association and was issued in 1980. It was prepared in response to the increasing use of bolted tanks for water storage. AWWA D103-80 was later upd
48、ated and approved as AWWA D103-87 on June 14, 1987. The third edition of ANSI/AWWA D103-97 was approved by the AWWA Board of Directors on June 15, 1997. The fourth and current edition of ANSI/AWWA D103 was approved on Jan. 25, 2009. I.C. Acceptance. In May 1985, the US Environmental Protection Agenc
49、y (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 all direct and indirect drinking water additives. Other members of the original consortium included the American Water Works Association Research Foundation (AwwaRF) and the Conference of State Health and Environmental Managers (COSHEM). The American Water Works Association (AWWA) and the Association of State Drinking Water Administrators (ASDWA) joined later. In the United State
