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POLYPIPE FOR SEWER AND WASTE- WATER LINES |
For new construction, horizontal/ directional drilling applications, pipe bursting, sliplining, or trenchless replacement of existing lines, PolyPipe offers innovative products for sewer and wastewater applications |
Advantages of PolyPipe | ||||||||||||||||||||||||
| • Designed for Long-Term, Trouble-Free Performance • Lightweight, for Safer, Simple Installation • Flexible and Resilient • Superior Corrosion, Chemical and Abrasion Resistance • Butt Fusion Joining for Durable, Leak-Resistant Joints • Non-Toxic, Inert and Environmentally Safe (interior & exterior) • Easy to Transport, Handle and Install •Exceptional Flow Rates Leads to Reduced Pumping Treatment Costs • Significant Immediate and Long-Term Cost Advantages |
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| Specify PolyPipe For: | |||||||||||||||||||||||||||
| • Forced Sewer Mains • Pipeline Rehabilitation or Trenchless Pipeline Replacement • Combined Storm & Sanitary • Sludge Lines • Intake & Outfall Lines • Culvert Relining • Digester Lines • Laterals • Complete Systems (Open & Closed) |
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| PolyPipe is a leading manufacturer of high density polyethylene PE3408 (HDPE) pipe products for municipal and industrial sewer and wastewater systems. As a division of PolyPipe Systems, we are one of the largest producers of pressure-rated polyethylene piping system products. Our product line includes polyethylene pipe and fittings. | |||||||||||||||||||||||||||
Typical Sliplining Access Pit  |
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Max. Pulling Force (MPF) lbs. = TS x 1.15 x OP2
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| Where TS + Short Term Tensile Strength (use 3500 psi for HDPE)
Note: The above calculation included a safety factor of 2.75 to allow for pull times of reasonable duration. For level soil the maximum pull length may be determined as follows: |
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Where MPF = Maximum Straight pull length on flat surface - ft. MPF = Maximum pulling force as determined above - lbs. W = Pipe weight (lbs./ft.) 0.7 = COEFF of friction for HDPE on smooth sandy soil |
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NOTES:
1.) Connections to lateral and plain end pipe to plain end pipe are readily available 2.) The effect of water, if present, must be taken into consideration as it relates to design concerns relative to the SDR or grouting of the annular space. |
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