1、 ASCE Manuals and Reports on Engineering Practice No. 120Trenchless Renewal of Culverts and Storm SewersPrepared bythe Pipeline Infrastructure Committee ofthe Pipeline Division ofthe American Society of Civil EngineersEdited byLynn OsbornLibrary of Congress Cataloging-in-Publication DataTrenchless r
2、enewal of culverts and storm sewers / prepared by the Pipeline Infrastructure Committee of the Pipeline Division of the American Society of Civil Engineers ; edited by Lynn Osborn.p. cm. (ASCE manuals and reports on engineering practice ; no. 120)Includes bibliographical references and index.ISBN 97
3、8-0-7844-1068-41. Storm sewersMaintenance and repair. 2. Culverts-Maintenance and repair. 3. PipelinesMaintenance and repair. 4. Trenchless construction. I. Osborn, Lynn E. II. American Society of Civil Engineers. Pipeline Infrastructure Committee. TD665.T74 2010628.2120288dc222009036887Published by
4、 American Society of Civil Engineers1801 Alexander Bell DriveReston, Virginia 20191www.pubs.asce.orgAny statements expressed in these materials are those of the individual authors and do not necessarily represent the views of ASCE, which takes no responsibility for any statement made herein. No refe
5、rence 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 of ASCE, nor are they intended as a reference in pur
6、chase 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, apparatus, product, or process discussed in this p
7、ublication, 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 liability arising from such use, including but not limit
8、ed 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 reprints. You can obtain instant permission to photocopy ASCE publica-tions by using ASCEs online permission service (http:/pubs.asce.org/permissio
9、ns/requests/). Requests for 100 copies or more should be submitted to the Reprints Department, Publications Division, ASCE (address above); e-mail: permissionsasce.org. A reprint order form can be found at http:/pubs.asce.org/support/reprints/.Copyright 2010 by the American Society of Civil Engineer
10、s.All Rights Reserved.ISBN 978-0-7844-1068-4Manufactured in the United States of America.17 16 15 14 13 12 11 10 1 2 3 4 5MANUALS AND REPORTS ON ENGINEERING PRACTICE(As developed by the ASCE Technical Procedures Committee, July 1930, and revised March 1935, February 1962, and April 1982)A manual or
11、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 everyday work, rather than fi ndings that may be useful only oc
12、casionally or rarely. It is not in any sense a “stan-dard,” 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 expresses only one persons observations or opinions), is the work of
13、 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 been subjected to review by the Executive Committee of the Divisi
14、on 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 improvement. When published, each work shows the names of the com-mittees by which it was compiled
15、and indicates clearly the several pro-cesses 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 establish a series entitled “Manuals and Reports on Engineering Practice,” to include
16、 the Manuals published and authorized to date, future Manuals of Professional Practice, and Reports on Engineering Practice. All such Manual or Report material of the Society would have been ref-ereed in a manner approved by the Board Committee on Publications and would be bound, with applicable dis
17、cussion, 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 publications may be authorized.MANUALS AND REPORTS ON ENGINEERING PRACTICE CURRENTLY AVAILABLENo. Title2
18、8 Hydrology Handbook, Second Edition40 Ground Water Management45 Consulting Engineering: A Guide for the Engagement of Engineering Services49 Urban Planning Guide50 Planning and Design Guidelines for Small Craft Harbors54 Sedimentation Engineering57 Management, Operation and Maintenance of Irrigatio
19、n and Drainage Systems60 Gravity Sanitary Sewer Design and Construction, Second Edition62 Existing Sewer Evaluation and Rehabilitation66 Structural Plastics Selection Manual67 Wind Tunnel Studies of Buildings and Structures68 Aeration: A Wastewater Treatment Process71 Agricultural Salinity Assessmen
20、t and Management73 Quality in the Constructed Project: A Guide for Owners, Designers, and Constructors74 Guidelines for Electrical Transmission Line Structural Loading, Third Edition77 Design and Construction of Urban Stormwater Management Systems80 Ship Channel Design81 Guidelines for Cloud Seeding
21、 to Augment Precipitation82 Odor Control in Wastewater Treatment Plants84 Mechanical Connections in Wood Structures85 Quality of Ground Water91 Design of Guyed Electrical Transmission Structures92 Manhole Inspection and Rehabilitation, Second Edition93 Crane Safety on Construction SitesNo. Title94 I
22、nland Navigation: Locks, Dams, and Channels95 Urban Subsurface Drainage97 Hydraulic Modeling: Concepts and Practice98 Conveyance of Residuals from Water and Wastewater Treatment100 Groundwater Contamination by Organic Pollutants: Analysis and Remediation101 Underwater Investigations103 Guide to Hiri
23、ng and Retaining Great Civil Engineers104 Recommended Practice for Fiber-Reinforced Polymer Products for Overhead Utility Line Structures105 Animal Waste Containment in Lagoons106 Horizontal Auger Boring Projects107 Ship Channel Design and Operation108 Pipeline Design for Installation by Horizontal
24、Directional Drilling109 Biological Nutrient Removal (BNR) Operation in Wastewater Treatment Plants110 Sedimentation Engineering: Processes, Measurements, Modeling, and Practice111 Reliability-Based Design of Utility Pole Structures112 Pipe Bursting Projects113 Substation Structure Design Guide114 Pe
25、rformance-Based Design of Structural Steel for Fire Conditions115 Pipe Ramming Projects116 Navigation Engineering Practice and Ethical Standards117 Inspecting Pipeline Installation118 Belowground Pipeline Networks for Utility Cables119 Buried Flexible Steel Pipe: Design and Structural Analysis120 Tr
26、enchless Renewal of Culverts and Storm SewersPREFACEThe Task Force for Trenchless Renewal of Culverts and Storm Sewers of the ASCE Committee on Pipeline Infrastructure (PINS) of the ASCE Pipeline Division is proud to present this Manual of Practice. The manual describes culvert and storm sewer renew
27、al technologies used by engi-neers and transportation professionals in renewing culverts and drainage structures under roads, railroads, airport runways, streets, and similar structures. For the purpose of this manual, culverts and storm sewers are defi ned as having a diameter or equivalent diamete
28、r range of 12 in. (305 mm) to 144 in. (3,658 mm), with at least one open end. The manual covers topics such as safety, cleaning and inspection, condition assess-ment and evaluation, description of trenchless renewal methods, and life-cycle considerations. The PINS Committee, under the leadership of
29、Larry Catalano, P.E., is responsible for the efforts leading to this publica-tion. The committee thanks contributors, task force members, and blue ribbon reviewers, whose names follow, for their support, time, and effort. The efforts of Dr. Mohammad Najafi , Director of the Center for Under-ground I
30、nfrastructure Research and Education (CUIRE) at the University of Texas at Arlington, and Diego Caldern, a UTACUIRE research assis-tant, are greatly appreciated.Lynn Osborn, ChairASCE Trenchless Renewal of Culverts and Storm Sewers Task CommitteevThis page intentionally left blank viiCONTRIBUTORSBLU
31、E RIBBON REVIEW COMMITTEE MEMBERSLynn Osborn, Insituform Technologies, Task Committee Chair and EditorMohammad Najafi , The University of Texas at Arlington, Task Committee Vice-Chair and Co-EditorLarry Catalano, City of Aurora, Colorado, PINS Committee ChairDan Carroll, City of Aurora, ColoradoMeli
32、ssa Allen, St Louis Metropolitan Sewer DistrictDeepak Bhattachar, Insituform TechnologiesGreg Baryluk, Advanced Drainage Systems Inc.Rick Turkopp, Hobas Pipe USALarry Petroff, Performance PipeZack Zhao, Ultraliner Inc.Michael Yen, Sekisui SPRChip Johnson, Sprayroq, Inc.Bill Shook, AP/M PermaformErez
33、 Allouche, Louisiana Tech UniversityTerry Moy, Clayton County (Ga.) Water AuthorityCraig Camp, Jacobs AssociatesJason Miller, Midwest MoleASCE REPRESENTATIVESMatt Boyle, Manager, Book ProductionVerna Jameson, Senior Coordinator, Technical ActivitiesJohn Segna, Director, Technical ActivitiesGRADUATE
34、STUDENT ASSISTANTDiego Caldern, Center for Underground Infrastructure Research and Education (CUIRE), The University of Texas at ArlingtonPIPELINE EXECUTIVE COMMITTEEMohammad Najafi , ChairJohn Hair, Vice-ChairTerry McArthur, SecretaryTim StinsonRandy Robertson, Technical Activities Committee Repres
35、entativeJoe Castronovo, Administrative Committee RepresentativeCONTENTS1 INTRODUCTION 11.1 Scope of the Manual 21.2 Related Documents 31.3 Glossary and Defi nitions 51.4 Acronyms 82 SAFETY CONSIDERATIONS 112.1 Introduction 112.2 Potential Hazards . 112.3 Project Safety Assessment 123 CLEANING AND IN
36、SPECTION . 153.1 Cleaning . 153.2 Inspection 174 EVALUATION AND CONDITION ASSESSMENT 214.1 Introduction 214.2 Performance Measures 214.3 Barrel Performance 224.4 Additional References . 284.5 Life-Cycle Cost Considerations . 29ix5 RENEWAL METHODS . 355.1 Introduction 355.2 Cured-In-Place-Pipe . 355.
37、3 Applied Shotcrete . 425.4 Spincast Shotcrete 435.5 Sliplining with Thermoplastic Pipe 475.6 Folded Thermoplastic Pipeliners. 535.7 HDPE Grout-In-Place Pipeliners . 605.8 Spiral-Wound Linings . 695.9 Sliplining with Fiberglass-Reinforced Resin Pipes 775.10 Coatings and Linings 795.11 Hydraulic Cons
38、iderations . 876 SUMMARY 91REFERENCES . 93INDEX 99x CONTENTS11INTRODUCTIONMany good textbooks and manuals describe renewal techniques for sanitary sewers, and many of the described techniques are suitable for the renewal of culverts and storm sewers. However, the literature is lacking in detailed gu
39、idance for those in search of information on renewal tech-niques specifi cally for culverts and storm sewers. The purpose of this book is to provide a resource for engineers, transportation and govern-ment agencies, consultants, and others who are not familiar with or need a refresher course on culv
40、ert or storm sewer renewal.The ASCE task committee that prepared this manual spent a lot of time discussing what the book should include. Although it is about the renewal of culverts and storm sewers, the more the task committee discussed the content, the more we realized that the book should focus
41、on culverts and not storm sewers. Many storm sewer systems consist of pipes, manholes, and structures with pipe sizes in the 896-in. (203.22,438.4-mm) range. Renewal of storm sewer systems in these pipe ranges is similar to sanitary sewer renewal. Several manuals, textbooks, and publications current
42、ly available discuss these renewal techniques. A listing of these related docu-ments can be found at the end of this chapter. Therefore, the task com-mittee agreed that this book need not cover this territory again. In general, this manual covers culverts crossing under transportation systems, such
43、as roads, highways, airports, railroads, and canals.However, there are some gray areas. For example, what about a culvert passing under a school or playground? Renewal of this culvert would be the same as if this culvert passed under a highway if there is at least one open end for that culvert. As a
44、 result of lengthy discussions, the task com-mittee decided to limit the scope of this book as described in the following section.2 TRENCHLESS RENEWAL OF CULVERTS AND STORM SEWERS1.1 SCOPE OF THE MANUALThe task committee developed a mission statement: “The purpose of this manual of practice is to ad
45、dress trenchless renewal of culverts and storm sewers with a diameter or equivalent diameter range between 12 in. (305 mm) and 144 in. (3,658 mm). The culverts and storm sewers must have at least one open end with any renewal proceeding from the open end to the fi rst structure from the open end.”Th
46、is scope allows the inclusion of storm sewers that have one open entrance or open discharge. Any renewal processes described are appli-cable from the open end to the fi rst structure. From the fi rst structure on, the storm sewer system becomes an enclosed system, and renewal pro-cesses for enclosed
47、 systems are defi ned in other publications, such as Najafi (2005).Some of the renewal processes described in this book have technical envelopes that go outside of this scope. For example, some spray-on tech-niques have no practical upper size limit. For some processes, it does not matter whether th
48、e culvert or storm sewer is open-ended. For all products and processes, technical envelopes and capabilities are covered in detail in Chapter 5 on renewal methods.The most common types of culvert materials are concrete, plastic, and metal. Concrete culverts are available in almost any size, includin
49、g the size range specifi ed in the scope of this book, and many shapes. Typical shapes are round, rectangular, arch, and elliptical. Plastic culverts are round and are generally manufactured from high-density polyethylene (HDPE) or polyvinyl chloride (PVC) and are available in either smooth or profi le wall designs. Metal culverts are also available in many sizes and shapes, including round, box, arch, and elliptical. Although the most common type is corrugated steel (metal) pipe, corrugated alum
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