State of Technology Report for Force Main Rehabilitation, Final ...

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Final State of Technology Report for Force Main Rehabilitation by Robert Morrison, P.E. Tom Sangster Jason Consultants, LLC Lili Wang, P.E. Wendy Condit, P.E. Battelle Memorial Institute Contract No. EP-C-05-057 Task Order No. 58 for Ariamalar Selvakumar, Ph.D., P.E. Task Order Manager U.S. Environmental Protection Agency National Risk Management Research Laboratory Water Supply and Water Resources Division 2890 Woodbridge Avenue (MS-104) Edison, NJ 08837 National Risk Management Research Laboratory Office of Research and Development U.S. Environmental Protection Agency Cincinnati, Ohio 45268 EPA/600/R-10/044 March 2010
DISCLAIMER The work reported in this document was funded by the United States Environmental Protection Agency (EPA) under Task Order (TO) 58 of Contract No. EP-C-05-057 to Battelle Memorial Insititute, Columbus, OH. The EPA, through its Office of Research and Development, funded and managed, or partially funded and collaborated in, the research described herein. This document has been subjected to the Agency’s peer and administrative review and has been approved for publication. Any opinions expressed in this report are those of the author(s) and do not necessarily reflect the views of the Agency, therefore, no official endorsement should be inferred. Any mention of trade names or commercial products does not constitute endorsement or recommendation for use. ii
Page 1: EPA/600/R-10/044| March 2010 | www.
Page 5 and 6: Introduction EXECUTIVE SUMMARY Forc
Page 7 and 8: The use of close-fit liners is ofte
Page 9 and 10: A whole host of ASTM specifications
Page 11 and 12: CONTENTS DISCLAIMER ...............
Page 13 and 14: 6.0: OPERATION AND MAINTENANCE.....
Page 15 and 16: DEFINITIONS Cured-in-place pipe (CI
Page 17 and 18: 3-D three-dimensional AASHTO ACP AR
Page 19 and 20: UV ultraviolet WERF Water Environme
Page 21 and 22: wastewater conveyance systems (EPA,
Page 23 and 24: • Section 8: Findings and Recomme
Page 25 and 26: Figure 2-2. Diameter Distribution o
Page 27 and 28: Figure 2-4. Location of Force Mains
Page 29 and 30: Proper inspection of force mains wo
Page 31 and 32: 0.03% of the overall length. There
Page 33 and 34: Table 3-1. Summary of Renewal Techn
Page 35 and 36: 3.3.3 Joint Repair 3.3.3.1 Internal
Page 37 and 38: more appropriate to a water main wh
Page 39 and 40: are, however, several communities (
Page 41 and 42: Table 3-3. Properties of Hunting Po
Page 43 and 44: 3.4.3.1 Symmetrical Reduction Close
Page 45 and 46: Rolldown Rolldown was developed in
Page 47 and 48: Subline Subline, offered by Subterr
Page 49 and 50: On-Site Expandable PVC Close-Fit Li
Page 51 and 52: 3.4.4.2 Semi-Structural CIPP Liners
Page 53 and 54:
inch (150 mm) liner down to 60 psi
Page 55 and 56:
3.4.5.1 Adhesive-Backed Woven Hose
Page 57 and 58:
US. Primus Line is a seamless, wove
Page 59 and 60:
Figure 3-21. Summary of Replacement
Page 61 and 62:
favorable to stringing out a long l
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3.5.1.3 Pipe Slitting. Pipe slittin
Page 65 and 66:
4.1 4.0 TECHNOLOGY SELECTION CONSID
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head loss to maintain flow capacity
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ferrous main, this can be an intern
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5.0 DESIGN AND QA/QC This section w
Page 73 and 74:
thickness? It can still support the
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pipe’s design life. Once again, i
Page 77 and 78:
ASTM F1533 The renewal process invo
Page 79 and 80:
AWWA M55 PE Pipe - Design and Insta
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Most of the controversy over the ap
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up to each individual manufacturer.
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For pressure applications, a hydros
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Dimensional checks on the pipe diam
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5.6.2.3 CIPP Long-Term QA/QC Requir
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Figure 6-1. Polyurethane Pipeline C
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in currents or potentials indicate
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could also be used in force mains.
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7.0 GAPS BETWEEN NEEDS AND AVAILABL
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80 Table 7-1. Technology Gaps and C
Page 101 and 102:
82 Table 8-1. Parameters for Evalua
Page 103 and 104:
8.5 Sound, Risk-Based, Decision-Mak
Page 105 and 106:
9.0 REFERENCES Aggarwal, S.C. and M
Page 107 and 108:
Technology/Method Spray - On Lining
Page 109 and 110:
Technology/Method Spray - On Lining
Page 111 and 112:
Technology/Method Spray - on Lining
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Technology/Method Close Fit/Tension
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Technology/Method Close Fit PE/Symm
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Technology/Method Symmetrical Reduc
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Technology/Method Rolldown/Close Fi
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Technology/Method Subcoil/Close Fit
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Technology/Method PE Liner/ Cement
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Technology/Method Subline/Close Fit
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Technology/Method Fold and Form PE
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Technology/Method Fold -and - Form/
Page 131 and 132:
Technology/Method Fold -and - Form/
Page 133 and 134:
Technology/Method Fold -and - Form
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Technology/Method Fold -and - Form
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Technology/Method Close - Fit Linin
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Technology/Method CIPP/Pull In Plac
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Technology/Method CIPP/Inversion wi
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Technology/Method CIPP/Direct Inver
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Technology/Method CIPP/ Inversion a
Page 147 and 148:
Page 149 and 150:
Page 151 and 152:
Technology/Method CIPP/Glass Fiber
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Technology/Method CIPP/Pull in Plac
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Technology/Method CIPP/UV Light Cur
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Technology/Method CIPP/Glass Reinfo
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Technology/Method CIPP with Carbon
Page 161 and 162:
Page 163 and 164:
Page 165 and 166:
for Rehabilitated Sections V. Costs
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Technology/Method Woven Hose Lining
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Technology/Method Saertex - Liner®
Page 171 and 172:
Technology/Method Hose Liner/Pulled
Page 173 and 174:
Technology/Method Glass Reinforced
Page 175:
Technology/Method Sliplining/HDD/Pi
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