CIPP for Large Diameter Pressure Pipes. Water Research Foundation Large Diameter Pipe Rehabilitation Seminar 20 January 2016 George Bontus, P.Eng.



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CIPP for Large Diameter Pressure Pipes Water Research Foundation Large Diameter Pipe Rehabilitation Seminar 20 January 2016 George Bontus, P.Eng.

Pressure Pipe Lining What Does it Mean? What is It? No logical global definition of what constitutes a fully structural liner AWWA M28 Long-term burst must be greater than Maximum Allowable Operating Pressure Liner must survive loads of sudden failure of host pipe due to internal loads Equivalent to new pipe, but may not be designed to meet same requirements for external buckling or longitudinal bending ASTM F1216 Developed for felt based gravity systems Doesn t recognize superior performance achieved by glass or carbon fiber materials Doesn t consider transient pressure or vacuum Standards are sometimes used to conveniently demonstrate compliance 1

Pressure Pipe Liner Basics Structural Classification Non-structural repairs Repairs that arrest the deterioration process Semi-structural repairs Interactive liners with the host pipe Structural repairs Independent liners 2

ASTM F1216 the Current Design Process or Bible First introduced in 1989 With provision for gravity and pressure pipe loading applications, it provides a design approach for un-bonded close fit liners with checks for: Non-pressure Buckling due to hydrostatic loads limited by stiffness Hydrostatic loads limited by flexural strength Buckling loads due to earth/live loads Pressure Hole spanning (interactive design) Full hoop stress (independent design) Standard has a minimum stiffness requirement 3

Comparing ASTM F1216 with other Design Standards Some of the design considerations omitted in F1216 are added in comprehensive specs 4

What Do We Expect from a Fully Structural Pressure Pipe Liner? Pressure capability to meet Maximum Allowable Operating Pressure (MAOP) With reasonable Factor of Safety, based on material properties and burst strength For glass fiber reinforcing with epoxy resins, 50% properties retention is common Typical municipal distribution system specifications require 150 psi design pressure Transmission applications may require higher pressure Project specifications often require consideration of surge and vacuum Survive failure of the host pipe from internal or externally induced loads Carry external loads Minimize thickness, lessen impact on flow capacity 5

Validating Pressure Pipe Liners AWWA Subcommittee proposing guidelines, focus on smaller diameter Potential Options: Short term unrestrained burst test results to ASTM D1599 Short-Time Unrestrained Hydraulic Pressure with 4 x SF to establish MAOP Long term testing to ASTM D2992 HDB/Pressure Class for Fiberglass (Glass- Fiber-Reinforced Thermosetting- Resin) Pipe and fittings, or ASTM D2837 HDB for Thermoplastic Pipe Products 6

Large Diameter Pipes How Can We Confirm Capability? Pressure testing liners to burst is costly and dangerous Restrained samples not like buried pipes Specialty apparatus for sample testing In the field a whole new configuration 24 pressure pipe with expected burst pressure = 1000 psi Over 45,000 pounds force on end flange Blind flange = 3 thick Burst can be calculated using empirical methods Must be supported by sufficient testing on smaller diameters CLEARLY DEFINE design and operating requirements Logical QA system to ensure deign objectives are achieved 7

Large Diameter CIPP Pressure Pipe Liners are not New Small diameter systems have been in use for nearly 20 years Similar materials and installation employed on large diameter Semi Structural, Class III Mid 1990s - 60 pressure pipe at nuclear plant Transfers pressure load to host pipe Designed to span holes and gaps Fully structural, Class IV 2014-2015 Daytona Beach - 8,500 ft. of 30 and 36 50 psi operating pressure, 100 psi hydrostatic test Newport Beach - 16,000 ft. of 24, 30 and 36 50 psi operating pressure, 100 psi hydrostatic test 2012 125 ft of 72, 30 psi operating pressure 400 ft. of 36, 15 psi operating pressure, converting gravity sewer to forcemain 8

What s Inside a CIPP Pressure Pipe Liner Manufacturing similar to gravity 6 96 (+?) Coating on interior of finished liner Add reinforcing materials Fiberglass Kevlar Carbon fibre Wetout at existing facilities Resins NSF/ANSI 61 certified resin for potable water applications Vinyl ester for sewer forcemains 9

Transporting and Handling Large Diameter Liners Two issues in dealing with large diameter liners The weight of tube and resin becomes a concern Ice is required to keep the liner cool, retard reaction Up to 2 lb. of ice per lb. of resin Transportation regulations Physically maneuvering tube 10

Historical Capabilities For several years MAOP of 150 psi has been available in fully structural CIPP liners Pressure capability is a function of reinforcing material in laminate Typically pressure rating decreases with diameter 6 20 up to 150 psi Previously 80 psi for 36 Incresed pressures possible with added reinforcment 11

Where Do We Go From Here? Pressure Capability Revisions to reinforcing, resin and coating in 2016 expand envelope Resin 1100 psi burst test of 24 sample, with multiple layers of fiberglass Offers significant increase in operating pressure rating depending on selected design principles and factor of safety 320 psi burst projected for 72 Number of layers of glass will determine pressure rating Systems in place that deliver physical properties R&D will provide better manageability and certifications 12

Installation Small diameter approaching 1000 ft. Typically up to 500 ft. Water inversion or air inversion/steam cure Large Diameter Risk assessment required resin, transport and environment Expect 300 500 ft. typical Daytona Beach 500 600 ft. lengths of 30, maximum 850 ft. Newport Beach 700 900 ft. lengths of 30 and 36, maximum 1050 ft. 13

Installation Considerations Restraint at connection and corrosion protection wrap Hydrostatic test support for 36 pipe 500 hp boiler curing 750 ft. of 30 14

HDPE Rolldown for Large Diameter Pressure Pipes Water Research Foundation Large Diameter Pipe Rehabilitation Seminar 20 January 2016 George Bontus, P.Eng.

HDPE Modified Sliplining Rolldown and Folding Systems Rolldown Roller boxes and winch to keep tension on Information obtained indicates: Roll down systems are focused on 20 and smaller Can provide fully structural Primarily used in oil and gas industry Often provide interactive liner for corrosion protection Sometimes use Safety Liner, to collect Used in mining applications for abrasion protection United Pipelines has installed 52, thin wall; as well as DR17 on 26 slurry line 16

Folded Pipe Systems Semi-structural solutions Transfer pressure load to host pipe Host pipe carries external loads Span holes and gaps under specified pressures 48 DR 50 10,000 ft. 20 DR 26 26,250 ft. operating pressure 140 160 psi 17

Questions? George Bontus, P.Eng. gbontus@aegion.com 780-982-0257 18