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

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ID inner diameter IJS intermediate jacking stations IPLT International Pipe Lining Technologies IPS iron pipe size ISO International Organization for Standardization kN kilo Newton LPR linear polarization resistance MDPE medium density polyethylene MFL magnetic flux leakage MOP manual of practice NASSCO National Association of Sewer Service Companies NRC National Research Council, Canada NRMRL National Risk Management Research Laboratory NSF National Sanitation Foundation O&M operation and maintenance OD outer diameter OFWAT Office of Water Service PCCP prestressed concrete cylinder pipe PE polyethylene PIPP pulled-in place pipe PPI Plastic Pipe Institute PPIC Pressure Pipe Inspection Company PPL pressure pipe liner psi pounds per square inch PU polyurethane PVC polyvinyl chloride PVCO molecularly-oriented polyvinyl chloride QA quality assurance QC quality control RBI Risk-Based Investigation RCP reinforced concrete pipe RPL reinforce pressure line RPP reinforced pressure pipe SDR standard dimension ratio SIPP spray-in place pipe SOT state-of-the-technology TBM tunnel boring machine TIM Tenbusch Insertion Method TO task order TTC Trenchless Technology Center UL Underwriters Laboratory xvii
UV ultraviolet WERF Water Environment Research Foundation WRc Water Research Center, UK xviii
Page 1 and 2: EPA/600/R-10/044| March 2010 | www.
Page 3 and 4: DISCLAIMER The work reported in thi
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: 3-D three-dimensional AASHTO ACP AR
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
Page 63 and 64: 3.5.1.3 Pipe Slitting. Pipe slittin
Page 65 and 66: 4.1 4.0 TECHNOLOGY SELECTION CONSID
Page 67 and 68: head loss to maintain flow capacity
Page 69 and 70:
ferrous main, this can be an intern
Page 71 and 72:
5.0 DESIGN AND QA/QC This section w
Page 73 and 74:
thickness? It can still support the
Page 75 and 76:
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
Page 81 and 82:
Most of the controversy over the ap
Page 83 and 84:
up to each individual manufacturer.
Page 85 and 86:
For pressure applications, a hydros
Page 87 and 88:
Dimensional checks on the pipe diam
Page 89 and 90:
5.6.2.3 CIPP Long-Term QA/QC Requir
Page 91 and 92:
Figure 6-1. Polyurethane Pipeline C
Page 93 and 94:
in currents or potentials indicate
Page 95 and 96:
could also be used in force mains.
Page 97 and 98:
7.0 GAPS BETWEEN NEEDS AND AVAILABL
Page 99 and 100:
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
Page 113 and 114:
Technology/Method Close Fit/Tension
Page 115 and 116:
Technology/Method Close Fit PE/Symm
Page 117 and 118:
Technology/Method Symmetrical Reduc
Page 119 and 120:
Technology/Method Rolldown/Close Fi
Page 121 and 122:
Technology/Method Subcoil/Close Fit
Page 123 and 124:
Technology/Method PE Liner/ Cement
Page 125 and 126:
Technology/Method Subline/Close Fit
Page 127 and 128:
Technology/Method Fold and Form PE
Page 129 and 130:
Technology/Method Fold -and - Form/
Page 131 and 132:
Technology/Method Fold -and - Form/
Page 133 and 134:
Technology/Method Fold -and - Form
Page 135 and 136:
Technology/Method Fold -and - Form
Page 137 and 138:
Technology/Method Close - Fit Linin
Page 139 and 140:
Technology/Method CIPP/Pull In Plac
Page 141 and 142:
Technology/Method CIPP/Inversion wi
Page 143 and 144:
Technology/Method CIPP/Direct Inver
Page 145 and 146:
Technology/Method CIPP/ Inversion a
Page 147 and 148:
Page 149 and 150:
Page 151 and 152:
Technology/Method CIPP/Glass Fiber
Page 153 and 154:
Technology/Method CIPP/Pull in Plac
Page 155 and 156:
Technology/Method CIPP/UV Light Cur
Page 157 and 158:
Technology/Method CIPP/Glass Reinfo
Page 159 and 160:
Technology/Method CIPP with Carbon
Page 161 and 162:
Page 163 and 164:
Page 165 and 166:
for Rehabilitated Sections V. Costs
Page 167 and 168:
Technology/Method Woven Hose Lining
Page 169 and 170:
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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State of Technology Report for Force Main Rehabilitation, Final ...

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