1、 ASCE Manuals and Reports on Engineering Practice No. 125Pipelines for Water Conveyance and DrainagePrepared by the Task Committee on Pipelines for Water Conveyance and Drainage of the Irrigation Delivery and Drainage Systems Committee of the Irrigation and Drainage Council of the Environmental and
2、Water Resources Institute of the American Society of Civil EngineersEdited byRoger W. Beieler, P.E.Library of Congress Cataloging-in-Publication DataPipelines for water conveyance and drainage / prepared by the Task Committee on Pipelines for Water Conveyance and Drainage of the Irrigation Delivery
3、and Drainage Systems Committee of the Irrigation and Drainage Council of the Environmental and Water Resources Institute of the American Society of Civil Engineers ; edited by Roger W. Beieler, P.E.pages cm.(ASCE manuals and reports on engineering practice ; no. 125)Includes bibliographical referenc
4、es and index.ISBN 978-0-7844-1274-9 (pbk. : alk. paper)ISBN 978-0-7844-7776-2 (e-book)1. Water-pipes-Design and construction. 2. Pipelines-Design and construction. I. Beieler, Roger W. II. Environmental and Water Resources Institute (U.S.). Task Committee on Pipelines for Water Conveyance and Draina
5、ge.TD491.P58 2013621.8672dc232012051342Published by American Society of Civil Engineers1801 Alexander Bell DriveReston, Virginia 20191www.asce.org/pubsAny statements expressed in these materials are those of the individual authors and do not necessarily represent the views of ASCE, which takes no re
6、sponsibility for any statement made herein. No reference made in this publication to any specifi c method, product, process, or service constitutes or implies an endorsement, recommendation, or warranty thereof by ASCE. The materials are for general information only and do not represent a standard o
7、f ASCE, nor are they intended as a reference in purchase specifi cations, contracts, regulations, statutes, or any other legal document.ASCE makes no representation or warranty of any kind, whether express or implied, concerning the accuracy, completeness, suitability, or utility of any information,
8、 apparatus, product, or process discussed in this publication, and assumes no liability therefor. This information should not be used without fi rst securing competent advice with respect to its suitability for any general or specifi c application. Anyone utilizing this information assumes all liabi
9、lity arising from such use, including but not limited to infringement of any patent or patents.ASCE and American Society of Civil EngineersRegistered in U.S. Patent and Trade-mark Offi ce.Photocopies and permissions. Permission to photocopy or reproduce material from ASCE publications can be obtaine
10、d by sending an e-mail to permissionsasce.org or by locating a title in ASCEs online database (http:/cedb.asce.org) and using the “Permission to Reuse” link. Bulk reprints. Information regarding reprints of 100 or more copies is available at http:/www.asce.org/reprints.Copyright 2013 by the American
11、 Society of Civil Engineers.All Rights Reserved.ISBN 978-0-7844-1274-9 (paper)ISBN 978-0-7844-7776-2 ( e-book)Manufactured in the United States of America.19 18 17 16 15 14 13 1 2 3 4 5MANUALS AND REPORTS ON ENGINEERING PRACTICE(As developed by the ASCE Technical Procedures Committee, July 1930, and
12、 revised March 1935, February 1962, and April 1982)A manual or report in this series consists of an orderly presentation of facts on a particular subject, supplemented by an analysis of limitations and applications of these facts. It contains information useful to the average engineer in his or her
13、everyday work, rather than the fi ndings that may be useful only occasionally or rarely. It is not in any sense a “standard,” however; nor is it so elementary or so conclusive as to provide a “rule of thumb” for nonengineers.Furthermore, material in this series, in distinction from a paper (which ex
14、pressed only one persons observations or opinions), is the work of a committee or group selected to assemble and express information on a specifi c topic. As often as practicable the committee is under the direction of one or more of the Technical Divisions and Councils, and the product evolved has
15、been subjected to review by the Executive Committee of the Division or Council. As a step in the process of this review, proposed manuscripts are often brought before the members of the Technical Divi-sions and Councils for comment, which may serve as the basis for improve-ment. When published, each
16、 work shows the names of the committees by which it was compiled and indicates clearly the several processes through which it has passed in review in order that its merit may be defi nitely understood.In February 1962 (and revised in April 1982) the Board of Direction voted to establisha series titl
17、ed “Manuals and Reports on Engineering Practice,” to include the Manuals published and authorized to date, future Manuals of Professional Practice, and Reports on Engineering Prac-tice. All such Manual or Report material of the Society would have been refereed in a manner approved by the Board Commi
18、ttee on Publications and would be bound, with applicable discussion, in books similar to past Manuals. Numbering would be consecutive and would be a continuation of present Manual numbers. In some cases of reports of joint committees, bypassing of Journal publica-tions may be authorized.MANUALS AND
19、REPORTS ON ENGINEERING PRACTICE CURRENTLY AVAILABLENo. Title28 Hydrology Handbook, Second Edition45 How to Select and Work Effectively with Consulting Engineers: Getting the Best Project, 2012 Edition50 Planning and Design Guidelines for Small Craft Harbors, Revised Edition54 Sedimentation Engineeri
20、ng, Classic Edition60 Gravity Sanitary Sewer Design and Construction, Second Edition62 Existing Sewer Evaluation and Reha-bilitation, Third Edition66 Structural Plastics Selection Manual67 Wind Tunnel Studies of Buildings and Structures71 Agricultural Salinity Assessment and Management, Second Editi
21、on73 Quality in the Constructed Project: A Guide for Owners, Designers, and Constructors, Third Edition74 Guidelines for Electrical Transmission Line Structural Loading, Third Edition77 Design and Construction of Urban Stormwater Management Systems81 Guidelines for Cloud Seeding to Augment Precipita
22、tion, Second Edition85 Quality of Ground Water: Guidelines for Selection and Application of Frequently Used Models91 Design of Guyed Electrical Transmis-sion Structures92 Manhole Inspection and Rehabilita-tion, Second Edition94 Inland Navigation: Locks, Dams, and Channels96 Guide to Improved Earthqu
23、ake Perfor-mance of Electric Power Systems97 Hydraulic Modeling: Concepts and Practice98 Conveyance of Residuals from Water and Wastewater Treatment99 Environmental Site Characterization and Remediation Design Guidance100 Groundwater Contamination by Organic Pollutants: Analysis and Remediation101 U
24、nderwater Investigation: Standard Practice ManualNo. Title102 Design Guide for FRP Composite Connections103 Guide to Hiring and Retaining Great Civil Engineers104 Recommended Practice for Fiber-Reinforced Polymer Products for Overhead Utility Line Structures105 Animal Waste Containment in Lagoons106
25、 Horizontal Auger Boring Projects107 Ship Channel Design and Operation, Revised Edition108 Pipeline Design for Installation by Horizontal Directional Drilling109 Biological Nutrient Removal (BNR) Operation in Wastewater Treatment Plants110 Sedimentation Engineering: Processes, Measurements, Modeling
26、, and Practice111 Reliability-Based Design of Utility Pole Structures112 Pipe Bursting Projects113 Substation Structure Design Guide114 Performance-Based Design of Struc-tural Steel for Fire Conditions: A Cal-culation Methodology115 Pipe Ramming Projects116 Navigation Engineering Practice and Ethica
27、l Standards117 Inspecting Pipeline Installation118 Belowground Pipeline Networks for Utility Cables119 Buried Flexible Steel Pipe: Design and Structural Analysis120 Trenchless Renewal of Culverts and Storm Sewers121 Safe Operation and Maintenance of Dry Dock Facilities122 Sediment Dynamics upon Dam
28、Removal123 Prestressed Concrete Transmission Pole Structures: Recommended Practice for Design and Installation124 Inland Navigation: Channel Training Works125 Pipelines for Water Conveyance and DrainageBLUE RIBBON REVIEW PANELJohn Replogle, Ph.D., P.E., Research Hydraulic Engineer, Water Conserva-ti
29、on Laboratory, Agricultural Research Service, U.S. Department of AgricultureMohammad Najafi , Ph.D., P.E., Professor, Department of Civil Engineer-ing, University of Texas at ArlingtonDwayne H. Deutscher, P.E., URS CorporationvIRRIGATION AND DRAINAGE COUNCILIrrigation Delivery and Drainage Systems C
30、ommitteeTask Committee on Pipelines for Water Conveyance and DrainageChair Roger W. Beieler, P.E.Members Paul R. Cross, P.E., M.ASCEPaul J. Tilp, P.E., M.ASCEThis page intentionally left blank CONTENTSPREFACE . ix1 INTRODUCTION 12 CONCRETE PIPE . 73 WELDED STEEL PIPE 164 DUCTILE IRON PIPE . 255 POLY
31、VINYL CHLORIDE (PVC) PIPE 356 HIGH DENSITY POLYETHYLENE (HDPE) PRESSURE PIPE . 477 POLYETHYLENE PROFILE WALL PIPE 548 PVC AND POLYPROPYLENE PROFILE WALL PIPE . 609 CORRUGATED POLYETHYLENE PIPE 6610 VITRIFIED CLAY PIPE AND CLAY DRAIN TILE 7211 FIBERGLASS PIPE 7812 CORRUGATED METAL PIPE 8413 RESOURCE
32、DIRECTORY . 91INDEX 95viiThis page intentionally left blank PREFACEThis manual, Pipelines for Water Conveyance and Drainage, includes a discussion of twenty topics for various pipe materials. The topics dis-cussed include industry standards, available pipe sizes, standard lengths, allowable internal
33、 pressures, external load capabilities, protective linings, protective coatings, joints, fi ttings, hydraulic resistance factor, allowable leakage rates, repair methods, installation requirements, backfi ll require-ments, special considerations, industry groups, and reference materials.The need for
34、a concise listing and description of the most commonly used types of pipe for water conveyance and drainage purposes was recognized by ASCE members in the late 1990s. Several new pipe materi-als were being introduced and new standards for these materials were being developed. Many of the new materia
35、ls offered several advantages compared to the materials currently available, including reduced cost, longer life, improved fl ow characteristics, and ease of installation. In addition, manufacturers of existing pipe materials often modifi ed and improved their products to make them more competitive.
36、The pipe materials discussed herein include concrete pipe, steel pipe, ductile iron pipe, polyvinyl chloride (PVC) pipe, molecularly oriented PVC pipe, high density polyethylene (HDPE) pipe, polyethylene profi le wall pipe, PVC and polypropylene profi le wall pipe, corrugated polyeth-ylene pipe, vit
37、rifi ed clay pipe, clay drain tile, fi berglass pipe, and corru-gated metal pipe. The intent of the manual is to provide design engineers, utility managers, educators, and planners a concise listing and description of the most commonly used types of pipe for water conveyance and drain-age purposes.A
38、cknowledgmentsMany individuals donated time and effort to prepare this manual since the need for such a manual was recognized in the late 1990s. The ASCE ixx PREFACEand EWRI members who contributed include staff from the U.S. Bureau of Reclamation, industry groups, American Water Works Association (
39、AWWA), Agricultural Research Service, pipe manufacturing companies, water supply agencies, and consulting fi rms.This manual was prepared by a subcommittee of the Irrigation Deliv-ery and Drainage Systems Technical Committee. The technical committee is one of several committees in the Irrigation and
40、 Drainage Council of the Environmental and Water Resources Institute (EWRI) of the American Society of Civil Engineers (ASCE).1CHAPTER 1INTRODUCTIONPURPOSE AND SCOPE OF MANUALThe purpose of this manual is to provide design engineers, utility managers, educators, and planners with a concise listing a
41、nd description of the most commonly used types of water conveyance and drainage pipe that are commercially available in the United States. Also provided are listings of the most commonly used standards for manufacturing the pipe, useful publications pertaining to the design and installation of pipe,
42、 and industry groups that promote and distribute research data on their type of pipe.During the preparation of this manual, the Pipeline Manual Task Com-mittee obtained information from many sources. These sources include associations for standards and practices, governmental agencies, profes-sional
43、 societies, educational institutions, consultants, pipe manufacturers, and industry groups.Chapter 13, titled Resource Directory, is a compilation of the most active organizations involved with water conveyance pipe design and fabrication. Street addresses, phone and fax numbers, e-mail, and interne
44、t website addresses are listed. This information is current as of the date the manual was published (2013).Before starting a pipeline construction project, managers and owners should make certain that the pipe installation crew has copies and are familiar with the latest pipe installation manuals.Th
45、is publication is disseminated under the sponsorship of the Environ-mental and Water Resources Institute (EWRI) of the American Society of Civil Engineers (ASCE). Neither EWRI nor ASCE assumes any liability for the contents or use of this manual and does not endorse any of the 2 PIPELINES FOR WATER
46、CONVEYANCE AND DRAINAGEproducts mentioned herein. Trade or manufacturers names appear solely because they help to make the manual more useful to the reader.TYPES OF PIPEThe following types of pipe are discussed in this manual: Concrete pipe, Welded steel pipe, Ductile iron pipe, Solid wall polyvinyl
47、 chloride (PVC) pipe, Solid wall molecularly oriented polyvinyl chloride (PVCO) pipe, High density polyethylene (HDPE) pressure pipe, Polyethylene profi le wall pipe, PVC profi le wall pipe, Polypropylene profi le wall pipe, Corrugated polyethylene pipe, Vitrifi ed clay pipe, Clay drain tile, Fiberg
48、lass pipe, Corrugated steel pipe, and Corrugated aluminum pipe.ALTERNATIVE PIPE MATERIALSRecognizing that a variety of types of pipe may be suitable for a given situation, many water districts, municipalities, and other government agencies often prepare construction contract documents that allow a c
49、on-tractor to furnish one of several equivalent types of pipe for installation on a particular job. By allowing the contractor to choose the least costly type of pipe, the cost of the overall contract will be reduced. Note that the least cost for an installed pipeline is determined by several factors: Cost to manufacture the pipe, Cost to deliver the pipe to the job site, Ability of the manufacturer to deliver the pipe in a timely manner, Cost of labor and equipment to install the p
