Vinidex StormPRO® & SewerPRO® pipes are twin-wall, corrugated polypropylene pipes for non-pressure applications.Utilising modern co-extrusion techniques, StormPRO® & SewerPRO® are manufactured with a smooth bore for optimum hydraulic performance and a corrugated outside wall for high stiffness to weight ratio. By combining the strength and toughness of advanced polypropylene materials with the structured wall design, StormPRO® & SewerPRO® pipes provide an environmentally sensitive, cost-effective piping system for a multitude of sewerage and drainage applications in sizes ranging from 150mm to 900mm.Please click on the the areas that you are interested in below, browse through the page or download the PDF version of the information below:
Why choose StormPRO® and SewerPRO®?
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Lower total installed cost
Strength
Easy to handle
Simple and effective joints means no leaks and more secure than old materials (concrete)
Optimum hydraulic performance
Able to be used in aggressive or saline soils
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Sensitive to the environment
Adapts to soil movements more forgiving than rigid pipes and less
Its objective was to determine which pipe material could better fulfil the requirements of sustainability in the broadest sense – operational and environmental. The study examined CCTV footage of approximately 1800km of buried pipes in service, limited to those pipes installed in the last 30 years. The study included concrete and clay pipes (rigid pipes) and various plastic pipes including polypropylene (flexible pipes). Infiltration and exfiltration were recognised as the principal causes of environmental impact during the service life of a sewer network. The conclusions of the study were:
*Footnote: 2005 TEPPFA & Plastics Europe “Sustainable Municipal Pipes Study”.
Complete range of fittings to provide a comprehensive solution
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StormPRO® Polypropylene Pipe - Nominal 6m Length |
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| Nominal Diameter | VX Product Code | Product Description |
| 150 | VX 29411 | 150mm SN8 StormPRO® PP |
| 225 | VX 29412 | 225mm SN8 StormPRO® pp |
| 300 | VX 29413 | 300mm SN8 StormPRO® PP |
| 375 | VX 29414 | 375mm SN8 StormPRO® PP |
| 450 | VX 29415 | 450mm SN8 StormPRO® PP |
| 525 | VX 29416 | 525mm SN8 StormPRO® PP |
| 600 | VX 29417 | 600mm SN8 StormPRO® PP |
| 750 | VX 29418 | 750mm SN8 StormPRO® PP |
| 900 | VX 29419 | 900mm SN8 StormPRO® PP |
SewerPRO® Polypropylene Pipe - Nominal 3m Length |
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| Nominal Diameter | VX Product Code | Product Description |
| 150 | VX 29420 | 150mm SN10 SewerPRO® PP |
| 225 | VX 29421 | 225mm SN10 SewerPRO® pp |
| 300 | VX 29422 | 300mm SN10 SewerPRO® PP |
| 375 | VX 29423 | 375mm SN10 SewerPRO® PP |
| 450 | VX 29424 | 450mm SN10 SewerPRO® PP |
| 525 | VX 29425 | 525mm SN10 SewerPRO® PP |
| 600 | VX 29426 | 600mm SN10 SewerPRO® PP |
| 750 | VX 29427 | 750mm SN10 SewerPRO® PP |
| 900 | VX 29428 |
900mm SN10 SewerPRO® PP |
Vinidex now has an even more extensive range of PRO fittings available in PVC to enhance your StormPRO® and SewerPRO® pipe system needs.
45° PVC PRO Bends |
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Vinidex Code | Size | Product Description |
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VX 32571 |
225mm |
225mm PRO 45° Bend F&F PVC |
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VX 32580 |
300mm |
300mm PRO 45° Bend F&F PVC |
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| VX 32592 | 375mm | 300mm PRO 45° Bend F&F PVC | |
45° PVC PRO Junctions |
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| Vinidex Code | Size | Product Description | |
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VX *32607 | 225 x 100mm | 225 x 100 45° PRO Junc F & F PVC |
| VX 32574 | 225x x 150mm | 225 x 150 45° PRO Junc F & F PVC | |
| VX 32575 | 225mm | 225 45° PRO Junc F & F PVC | |
| VX 32583 | 300 x 150mm | 300 x 150 45° PRO Junc F & F PVC | |
| VX 32584 | 300 x 225mm | 300 x 225 45° PRO Junc F & F PVC | |
| VX 32585 | 300mm | 300 45° PRO Junc F & F PVC | |
| VX 32595 | 375 x 150 mm | 375 x 150 45° PRO Junc F & F PVC | |
| VX 32596 | 375 x 225mm | 375 x 225 45° PRO Junc F & F PVC | |
| VX 32597 | 375 x 300mm | 375 x 300 45° PRO Junc F & F PVC | |
| VX 32598 | 375mm | 375 45° PRO Junc F & F PVC | |
| *SWJ Branch | |||
88° PVC PRO Bends |
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| Vinidex Code | Size | Product Description | |
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VX 32572 |
225mm |
225 PRO 88° Bend F & F PVC |
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VX 32581 |
300mm |
300 PRO 88° Bend F & F PVC |
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| VX 32593 | 375mm | 375 PRO 88° Bend F & F PVC | |
88° PVC PRO Junctions |
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| Vinidex Code | Size | Product Description | |
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VX 32576 | 225 x 100mm | 225 x 100 PRO 88° Junc F & F PVC |
| VX 32577 | 225mm | 225 PRO 88° Junc F & F PVC | |
| VX 32586 | 300 x 150mm | 300 x 150 PRO 88° Junc F & F PVC | |
| VX 32587 | 300 x 225mm | 300 x 225 PRO 88° Junc F & F PVC | |
| VX 32588 | 300mm | 300 PRO 88° Junc F & F PVC | |
| VX 32599 | 375 x 150mm | 375 x 150 PRO 88° Junc F & F PVC | |
| VX 32600 | 375 x 225mm | 375 x 225 PRO 88° Junc F & F PVC | |
| VX 32601 | 375 x 300mm | 375 x 300 PRO 88° Junc F & F PVC | |
| VX 32602 | 375mm | 375 PRO 88° Junc F & F PVC | |
90° Elbows - PVC PRO Fittings |
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| Vinidex Code | Size | Product Description | |
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*VX 32573 |
225mm |
225 PRO 90° Elbow - F & F PVC |
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*VX 32582 |
300mm |
300 PRO 90° Elbow - F & F PVC |
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*VX 32594 |
375mm | 375 PRO 90° Elbow - F & F PVC | |
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* Stormwater Applications Only |
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Tees - PVC PRO Fittings |
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| Vinidex Code | Size | Product Description | |
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VX 32578 | 225 x 150mm | 225 x 150 PRO Tee F & F PVC |
| VX 32579 | 225mm | 225 PRO Tee F & F PVC | |
| VX 32589 | 300 x 150mm | 300 x 150 PRO Tee F & F PVC | |
| VX 32590 | 300 x 225mm | 300 x 225 PRO Tee F & F PVC | |
| VX 32591 | 300mm | 300 PRO Tee F & F PVC | |
| VX 32603 | 375 x 150mm | 375 x 150 PRO Tee F & F PVC | |
| VX 32604 | 375 x 225mm | 375 x 225 PRO Tee F & F PVC | |
| VX 32605 | 375 x 300mm | 375 x 300 PRO Tee F & F PVC | |
| VX 32606 | 375mm | 375 PRO Tee F & F PVC | |
PVC PRO Adaptor Couplings PVC - SWJ |
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| Vinidex Code | Size | Product Description | |
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VX 30583 |
150mm | 150 PRO Coupling PVC SWJ |
| VX 30584 | 225mm | 225 PRO Coupling PVC SWJ | |
| VX 30585 | 300mm | 300 PRO Coupling PVC SWJ | |
| VX 30586 | 375mm | 375 PRO Coupling PVC SWJ | |
PVC PRO Adaptor Couplings PVC - RRJ |
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| Vinidex Code | Size | Product Description | |
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VX 30446 | 150mm | 150 PRO Coupling PVC RRJ |
| VX 30447 | 225mm | 225 PRO Coupling PVC RRJ | |
| VX 30448 | 300mm | 300 PRO Coupling PVC RRJ | |
| VX 30449 | 375mm | 375 PRO Coupling PVC RRJ | |
PVC PRO Adaptor Couplings Ultra-Rib |
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| Vinidex Code | Size | Product Description | |
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VX 30579 | 150mm | 150 PRO Coupling Ultra-Rib PVC |
| VX 30580 | 225mm | 200 PRO Coupling Ultra-Rib PVC | |
| VX 30581 | 300mm | 300 PRO Coupling Ultra-Rib PVC | |
| VX 30582 | 375mm | 375 PRO Coupling Ultra-Rib PVC | |
PVC PRO Adaptor Couplings PRO Spigot - PVC Socket |
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| Vinidex Code | Size | Product Description | |
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VX 65090 | 150 - 100mm | PRO Level Invert Taper PP - PVC SWJ No Cap |
| VX 65112 |
150mm | PRO Access Coupling PP - PVC SWJ Cap | |
| VX 65828 | 150mm | PRO PP - PVC DWV Adaptor SWJ M & F | |
PVC PRO Level Invert Taper |
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Vinidex Code | Size | Product Description |
| 30366 | 225x150 | 225x150 PRO LI Taper F&F PVC | |
| 30152 | 300x225 | 300x225 PRO LI Taper F&F PVC | |
| 30153 | 375x300 | 375x300 PRO LI Taper F&F PVC | |
PROgrommet™ |
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| Vinidex Code | Size | Product Description | |
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VX 30185 |
225/300mm |
225/300 100 PROgrommet™ |
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VX 30188 |
300/375mm |
300/375 150 PROgrommet™ |
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VX 30186 |
375/450/525mm |
375/450/525 100 PROgrommet™ |
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VX 30177 |
375/450/525mm |
375/450/525 150 PROgrommet™ |
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| VX 30178 | 600/750/900 | 600/750/900 150 PROgrommet™ | |
PROsaw™ |
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| Vinidex Code | Size | Product Description | |
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VX 30231 |
100mm |
100 Diameter - 127 PROsaw™ |
| VX 30231 | 150mm | 150Diameter - 184 PROsaw™ | |
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Adapting to non Vinidex systemsVinidex also offers a range of adaptors to suit non Vinidex systems.Flexseal products are supplied and stocked by Fernco Pty Ltd (02) 9450 0766. Technical data available from their website - http://www.flexseal.co.uk |
45° PRO Bends |
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| Vinidex Code | Size | Product Description | |
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VX 30548 | 150mm | 150 PRO 45° Bend F & F Polypropylene (PP) Moulded |
| VX 30410 | 225mm | 225 PRO 45° Bend F & F Polyethylene (PE) Fabricated | |
| VX 32412 | 300mm | 300 PRO 45° Bend F & F Polyethylene (PE) Fabricated | |
| VX 32414 | 375mm | 375 PRO 45° Bend F & F Polyethylene (PE) Fabricated | |
| VX 32416 | 450mm | 450 PRO 45° Bend F & F Polyethylene (PE) Fabricated | |
| VX 32418 | 525mm | 525 PRO 45° Bend F & F Polyethylene (PE) Fabricated | |
| VX 32420 | 600mm | 600 PRO 45° Bend F & F Polyethylene (PE) Fabricated | |
| VX 30555 | 750mm | 750 PRO 45° Bend F & F Polypropylene (PP) Fabricated | |
| VX 30556 | 900mm | 900 PRO 45° Bend F & F Polypropylene (PP) Fabricated | |
PRO Bends M & F |
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| Vinidex Code | Size | Product Description | |
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VX 30207 | 150mm | 150 PRO 45° Bend M & F Polyethylene (PE) Moulded |
| VX 30208 | 150mm | 150 PRO 60° Bend M & F Polyethylene (PE) Moulded | |
88° PRO Bends |
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| Vinidex Code | Size | Product Description | |
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VX 30583 | 150mm | 150 PRO 88º Bend F & F Polypropylene (PP) Moulded |
| VX 32411 | 225mm | 225 PRO 88º Bend F & F Polyethylene (PE) Fabricated | |
| VX 32413 | 300mm | 300 PRO 88º Bend F & F Polyethylene (PE) Fabricated | |
| VX 32415 | 375mm | 375 PRO 88º Bend F & F Polyethylene (PE) Fabricated | |
| VX 32417 | 450mm | 450 PRO 88º Bend F & F Polyethylene (PE) Fabricated | |
| VX 32419 | 525mm | 525 PRO 88º Bend F & F Polyethylene (PE) Fabricated | |
| VX 32421 | 600mm | 600 PRO 88º Bend F & F Polyethylene (PE) Fabricated | |
| VX 30546 | 750mm | 750 PRO 88º Bend F & F Polypropylene (PP) Fabricated | |
| VX 30547 | 900mm | 900 PRO 88º Bend F & F Polypropylene (PP) Fabricated | |
45° PRO Junctions |
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| Vinidex Code | Size | Product Information | |
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VX 30490 | 150mm | 150 PRO 45° Junction F & F Polypropylene (PP) Moulded |
| VX 32380 | 225mm | 225 PRO 45° Junction F & F Polyethylene (PE) Fabricated | |
| VX 30203 | 225mm x 150mm | 225 x 150 PRO 45° Junction F & F Polyethylene (PE) Moulded | |
| VX 32381 | 225mm x 150mm | 150 x 225 PRO 45° Junction F & F Polyethylene (PE) Fabricated | |
| VX 32382 | 300mm | 300 PRO 45° Junction M & F Polyethylene (PE) Fabricated | |
| VX 30497 | 300mm x 150mm | 300 x 150 PRO 45° Junction F & F Polyethylene (PE) Moulded | |
| VX 32613 | 300mm x 150mm | 300 x 150 PRO 45° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32383 | 300mm x 225mm | 300 x 225 PRO 45° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32384 | 375mm | 375 PRO 45° Junction M & F Polyethylene (PE) Fabricated | |
| VX 30501 | 375mm x 150mm | 375 x 150 PRO 45° Junction F & F Polyethylene (PE) Moulded | |
| VX 32612 | 375mm x 150mm | 375 x 150 PRO 45° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32385 | 375mm x 225mm | 375 x 225 PRO 45° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32386 | 375mm x 300mm | 375 PRO 45° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32387 | 450mm | 450 PRO 45° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32388 | 450mm x 150mm | 450 x 150 PRO 45° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32389 | 450mm 225mm | 450 x 225 PRO 45° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32390 | 450mm x 300mm | 450 x 300 PRO 45° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32391 | 450mm x 375mm | 450 x 375 PRO 45° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32392 | 525mm | 525 PRO 45° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32393 | 600mm | 600 PRO 45° Junction M & F Polyethylene (PE) Fabricated | |
| VX 30512 | 750mm | 750 PRO 45° Junction M & F Polypropylene (PE) Fabricated | |
| VX 30513 | 900mm | 900 PRO 45° Junction M & F Polypropylene (PE) Fabricated | |
88° PRO Junctions |
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| Vinidex Code | Size | Product Description | |
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VX 30461 | 150mm | 150 PRO 88° Junction F & F Polypropylene (PE) Moulded |
| VX 32394 | 225mm | 225 PRO 88° Junction F & F Polyethylene (PE) Fabricated | |
| VX 32395 | 225mm x 150mm | 225 x 150 PRO 88° Junction F & F Polyethylene (PE) Fabricated | |
| VX 32396 | 300mm | 300 PRO 88° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32398 | 300mm x 150mm | 300 x 150 PRO 88° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32397 | 300mm x 225mm | 300 x 225 PRO 88° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32399 | 375mm | 375 PRO 88° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32401 | 375mm x 150mm | 375 x 150 PRO 88° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32402 | 375mm x 225mm | 375 x 225 PRO 88° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32400 | 375mm x 300mm | 375 x 300 PRO 88° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32403 | 450mm | 450 PRO 88° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32407 | 450mm x 150mm | 450 x 150 PRO 88° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32404 | 450mm x 225mm | 450 x 225 PRO 88° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32405 | 450mm x 300mm | 450 x 300 PRO 88° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32406 | 450mm x 375mm | 450 x 375 PRO 88° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32408 | 525mm | 525 PRO 88° Junction M & F Polyethylene (PE) Fabricated | |
| VX 32409 | 600mm | 600 PRO 88° Junction M & F Polyethylene (PE) Fabricated | |
| VX 30486 | 750mm | 750 PRO 88° Junction M & F Polypropylene (PE) Fabricated | |
| VX 30487 | 900mm | 900 PRO 88° Junction M & F Polypropylene (PE) Fabricated | |
2 part fittings may also be formed by combining a 45° PRO Junction and 45° PRO M & F Bend |
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| Vinidex Code | Size | Product Description | |
| VX 30203 + 30207 | 225mm x 150mm | 225 x 150 88° Junction F & F Polyethylene (PE) Moulded 2 Part | |
| VX 30497 + 30207 | 300mm x 150mm | 300 x 150 88° Junction F & F Polyethylene (PE) Moulded 2 Part | |
| VX 30501 + 30207 | 375mm x 150mm | 375 x 150 88° Junction F & F Polyethylene (PE) Moulded 2 Part | |
PRO Tees |
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| Vinidex Code | Size | Product Description | |
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VX 30519 | 150mm | 150 PRO Tee F & F Polypropylene (PP) Moulded |
| VX 32426 | 225mm | 225 PRO Tee F & F Polypropylene (PP) Moulded | |
| VX 32427 | 225mm x 150mm | 225 x 150 PRO Tee F & F Polyethylene (PE) Fabricated | |
| VX 32428 | 300mm | 300 PRO Tee M & F Polyethylene (PE) Fabricated | |
| VX 32430 | 300mm x 150mm | 300 x 150 PRO Tee M & F Polyethylene (PE) Fabricated | |
| VX 32429 | 300mm x 225mm | 300 x 225 PRO Tee M & F Polyethylene (PE) Fabricated | |
| VX 32431 | 375mm | 375 PRO Tee M & F Polyethylene (PE) Fabricated | |
| VX 32432 | 375mm x 150mm | 375 x 150 PRO Tee M & F Polyethylene (PE) Fabricated | |
| VX 32433 | 375mm x 225mm | 375 x 225 PRO Tee M & F Polyethylene (PE) Fabricated | |
| VX 32434 | 375mm x 300mm | 375 x 300 PRO Tee M & F Polyethylene (PE) Fabricated | |
| VX 32435 | 450mm | 450 PRO Tee M & F Polyethylene (PE) Fabricated | |
| VX 32436 | 450mm x 150mm | 450 x 150 PRO Tee M & F Polyethylene (PE) Fabricated | |
| VX 32437 | 450mm x 225mm | 450 x 225 PRO Tee M & F Polyethylene (PE) Fabricated | |
| VX 32438 | 450mm x 300mm | 450 x 300 PRO Tee M & F Polyethylene (PE) Fabricated | |
| VX 32439 | 450mm x 375mm | 450 x 375 PRO Tee M & F Polyethylene (PE) Fabricated | |
| VX 32441 | 525mm | 525 PRO Tee M & F Polyethylene (PE) Fabricated | |
| VX 32442 | 600mm | 600 PRO Tee M & F Polyethylene (PE) Fabricated | |
| VX 30533 | 750mm | 750 PRO Tee M & F Polypropylene (PP) Fabricated | |
| VX 30534 | 900mm | 900 PRO Tee M & F Polypropylene (PP) Fabricated | |
PRO Inspection Tees |
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| Vinidex Code | Size | Product Description | |
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VX 30514 | 150mm x 150mm | 150 x 150 PRO Inspection Tee Polypropylene (PP) Moulded |
| VX 32427 + 65112 | 225mm x 150mm | 225 x 150 PRO Inspection Tee Polyethylene (PE) Moulded 2 Part | |
| VX 32460 + 65112 | 300mm x 150mm | 300 x 150 PRO Inspection Tee Polyethylene (PE) Moulded 2 Part | |
| VX 32432 + 65112 | 375mm x 150mm | 375 x 150 PRO Inspection Tee Polyethylene (PE) Moulded 2 Part | |
| VX 32436 + 65112 | 450mm x 150mm | 450 x 150 PRO Inspection Tee Polyethylene (PE) Moulded 2 Part | |
90° Elbows - PRO Fittings |
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| Vinidex Code | Size | Product Description | |
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VX *32422 | 225mm | 225 PRO 90° Elbow F & F Polyethylene (PE) Fabricated |
| VX *32423 | 300mm | 300 PRO 90° Elbow F & F Polyethylene (PE) Fabricated | |
| VX *32424 | 375mm | 375 PRO 90° Elbow F & F Polyethylene (PE) Fabricated | |
| VX *32425 | 450mm | 450 PRO 90° Elbow F & F Polyethylene (PE) Fabricated | |
| * Stormwater Applications Only | |||
PRO Couplings |
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| Vinidex Code | Size | Product Description | |
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VX 30568 | 150mm | 150 PRO 90° Elbow F & F Polypropylene (PP) Moulded |
| VX 30320 | 225mm | 225 PRO 90° Elbow F & F Polyethylene (PE) Moulded | |
| VX 30321 | 300mm | 300 PRO 90° Elbow F & F Polyethylene (PE) Moulded | |
| VX 30322 | 375mm | 375 PRO 90° Elbow F & F Polyethylene (PE) Moulded | |
| VX 30323 | 450mm | 450 PRO 90° Elbow F & F Polyethylene (PE) Moulded | |
| VX 30324 | 525mm | 525 PRO 90° Elbow F & F Polyethylene (PE) Moulded | |
| VX 30325 | 600mm | 600 PRO 90° Elbow F & F Polyethylene (PE) Moulded | |
PRO Slip Couplings |
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| Vinidex Code | Size | Product Description | |
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VX 30450 | 150mm | 150 PRO Slip Coupling PE |
| VX 30451 | 225mm | 225 PRO Slip Coupling PE | |
| VX 30452 | 300mm | 300 PRO Slip Coupling PE | |
| VX 30453 | 375mm | 375 PRO Slip Coupling PE | |
| VX 30454 | 450mm | 450 PRO Slip Coupling PE | |
| VX 30455 | 525mm | 525 PRO Slip Coupling PE | |
| VX 30456 | 600mm | 600 PRO Slip Coupling PE | |
| VX 30457 | 750mm | 750 PRO Slip Coupling PE | |
| VX 30458 | 900mm | 900 PRO Slip Coupling PE | |
PRO Shorts |
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| Vinidex Code | Size | Product Description | |
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VX 30344 | 150mm | 150 PRO Manhole Spigot Polypropylene (PP) 600mm |
| VX 30346 | 225mm | 225 PRO Manhole Spigot Polypropylene (PP) 600mm | |
| VX 30563 | 300mm | 300 PRO Manhole Spigot Polypropylene (PP) 600mm | |
| VX 30565 | 375mm | 375 PRO Manhole Spigot Polypropylene (PP) 600mm | |
| VX 30348 | 450mm | 450 PRO Manhole Spigot Polypropylene (PP) 600mm | |
| VX 30350 | 525mm | 525 PRO Manhole Spigot Polypropylene (PP) 600mm | |
| VX 30352 | 600mm | 600 PRO Manhole Spigot Polypropylene (PP) 600mm | |
PRO Push On Caps |
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| Vinidex Code | Size | Product Description | |
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VX 30557 | 150mm | 150 PRO Push On Cap Polypropylene Moulded |
| VX 30558 | 225mm | 225 PRO Push On Cap Polypropylene Moulded | |
| VX 30593 | 300mm | 300 PRO Push On Cap Polyethylene Moulded | |
| VX 30594 | 375mm | 375 PRO Push On Cap Polyethylene Moulded | |
| VX 30592 | 450mm | 450 PRO Push On Cap Polyethylene Moulded | |
| VX 30337 | 525mm | 525 PRO Push On Cap Polyethylene Moulded | |
| VX 30338 | 600mm | 600 PRO Push On Cap Polyethylene Moulded | |
A schematic of the wall profile is shown in Figure A and significant dimensions are given in Table 3.

Table 3 - StormPRO® and SewerPRO® |
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|
Nominal Diameter (mm) |
Mean Pipe Outside Diameter (mm) |
Mean Pipe Internal Diameter (mm) |
Profile Pitch (mm) |
Minimum Profile Thickness (mm) |
Inner Wall Thickness (e) |
Approx. Pipe Mass (kg/m) |
Number of Pipes per Crate |
| 150 | 169 | 148 | 17.5 | 1.1 | 1.2 | 1.4 | 30 |
| 225 | 259 | 226 | 26.2 | 1.5 | 1.6 | 3.1 | 12 |
| 300 | 343 | 300 | 34.9 | 1.85 | 2.0 |
5.1 |
6 |
| 375 | 428 | 374 | 44.9 | 2.3 | 2.4 | 7.9 | 2 or 3 |
| 450 | 514 | 448 | 52.8 | 2.8 | 3.1 | 11.7 | 2 |
| 525 | 600 | 523 | 66.0 | 3.2 | 3.5 | 15.2 | 6 |
| 600 | 682 | 596 | 75.4 | 3.7 | 3.9 | 19.6 | 3 |
| 750 | 835 | 731 | 88.0 | 4.6 | 5.0 | 30.5 | 2 |
| 900 | 999 | 873 | 105.6 | 5.2 | 5.7 | 41.8 | 2 |
StormPRO® and SewerPRO® are available in spigot/socket configuration (Sp/So) in 6m and 3m nominal lengths respectively. The effective length of pipes is the overall length minus the insertion depth into the socket. The effective lengths of StormPRO® and SewerPRO® given below in Table 5:
Table 5 - StormPRO® and SewerPRO® Pipe Effective Length |
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|
Nominal Diameter |
StormPRO® Length (Sp/So) Effective Length (m) |
SewerPRO® Length (Sp/So) Effective Length (m) |
| 150mm | 6.05 | 2.98 |
| 225mm | 6.03 | 2.96 |
| 300mm | 5.99 | 2.92 |
| 375mm | 5.99 | 2.92 |
| 450mm | 6.01 | 2.91 |
| 525mm | 5.96 | 2.86 |
| 600mm | 5.93 | 2.83 |
| 750mm | 5.88 | 2.82 |
| 900mm | 5.90 | 2.81 |
| NB: Nominal overall lengths are longer than effective length due to socket length. | ||
StormPRO® and SewerPRO® pipes have a simple and effective rubber ring joint system which is easy to assemble, leak-tight and protects against tree root intrusion. The rubber ring is located on the spigot in the last trough between the corrugations. Figure B shows the joint in cross section. For sizes DN150 to DN600, the pipe can be cut to length as required anywhere along the barrel and the same jointing system used. For pipe sizes DN750 and DN900, couplings are available for cut pipe.

StormPRO® and SewerPRO® polypropylene pipes are resistant to corrosion by aggressive soils and substances typically found in sewage effluent, including most industrial discharges. Therefore, the question of chemical resistance is likely to arise only if the pipes are used in unusual circumstances.
Chemical resistance is affected by concentration, temperature, period of contact and stress. Polypropylene is resistant to weak inorganic acids, organic acids, alcohols, ammonia and oxidising salts and has limited resistance to aliphatic hydrocarbons, esters, ketones and ethers.
Polypropylene is generally not recommended for aromatic and halogenated hydrocarbons. For more details or to check resistance to specific chemicals, refer to the Vinidex Chemical Resistance Guide (VIN 067) on our website www.vinidex.com.au/ page/technical_support.html.
StormPRO® and SewerPRO® pipes have high temperature resistance. Continuous service temperatures of up to 60°C and short term applications of up to 90°C will not adversely affect the performance.
StormPRO® and SewerPRO® pipes are manufactured from compounds containing additives which ensure their resistance to ultraviolet light and weathering during handling and storage.
StormPRO® and SewerPRO® pipes incorporate the latest manufacturing technology using continuous polypropylene dual extrusion combined with a vacuum controlled corrugating process. The twin-wall structure consists of simultaneously extruded smooth inner wall and corrugated outer wall.
At the valley of each corrugation, where the inner and outer walls meet, the two surfaces are fused together for the full circumference of the pipe.
StormPRO® and SewerPRO® pipes are manufactured in accordance with AS/NZS 5065: "Polyethylene and Polypropylene pipes and fittings for drainage and sewerage applications", complying with the dimensional requirements of Type B pipes - ID series.
AS/NZS 5065 classifies pipes according to their minimum ring-bending stiffness in short term laboratory tests.
This is a measure of the ability of a pipe to resist deformation due to an external load. Stiffness classes are identified by an SN number where a higher number indicates greater resistance to deflection.
SewerPRO® pipes are classified as SN10 with a minimum stiffness of 10,000 N/m.m. StormPRO® pipes are classified as SN8 with a minimum stiffness of 8000 N/m.m.
Table 6 - Typical Material Properties of StormPRO® and SewerPRO® |
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Polypropylene (PP) pipe compound |
black copolymer |
|
| Density | 900kg/m³ | ISO 1183 |
| Flexural modulus | 1700 MPa | ISO 178 |
| Creep ratio (2 years) | 3 | ISO 9967 |
| Pipe Ring Bending Stiffness - StormPRO® | 8,000 N/m.m | AS/NZS 1462.22 |
| Pipe Ring Bending Stiffness - SewerPRO® | 10,000 N/m.m | AS/NZS 1462.22 |
| Coefficient of thernal expansion | 15 x 10-5/°C | ISO 1135-2 |
| Tensile stress at yield (50mm/min) | 31 MPa | ISO 527-2 |
| Tensile strain at yield (50mm/min) | 8% | ISO 527-2 |
| Poisson's ratio | 0.45 | ISO 527-2 |
|
Charpy's imapct strength - notched (+23°C) (-20°C) |
50 kJ/m² 5 kJ/m² |
ISO 179-1 |
| Shore D hardness | 60 | ISO 868 |
| Melt flow rate | 0.3g/10 min | ISO 1133 |
| Melting point | 130-170°C | |
StormPRO® and SewerPRO® pipes are normally sized to accommodate maximum design discharge when flowing full.
The discharge rates in Figure C below for StormPRO® and SewerPRO® pipes flowing full are based on the Colebrook-White formula which is recognised by engineers throughout the world as the most accurate basis for hydraulic design over a wide range of flow conditions.
The Colebrook-White formula expresses velocity as:

In addition to friction losses in the pipeline, a pressure drop will occur due to energy loss at any change in the direction of flow or pipeline cross section. In long pipelines, these "form losses" are usually small in comparison to friction losses. However, they may be considerable in pipelines with many fittings or in short pipes such as in culvert applications, where entry and exit losses may dominate. For more information on form losses, consult the Vinidex Flow Charts (VIN015 and VIN039) http://www.vinidex.com.au/page/technical_support.html.
AS2200 - Design charts for water supply and sewerage - recommends k values in the range 0.003 to 0.015mm for clean, concentrically jointed thermoplastics pipes and AS3500.3 - National plumbing and drainage, Part 3 Stormwater drainage - specifies 0.015mm for design of plastics stormwater pipe drains for normal conditions.
However, it is important to note that factors such as slime growth and accumulation of debris can affect the selection of roughness coefficient in some circumstances.
In addition, local utilities may have preferred values for design of their systems. For flow under alternative conditions contact Vinidex or use the Vinidex Friction Loss in Uniform Fluid Flow (FLUFF) software, http://www.vinidex.com.au/page/technical_support.html.
For partial flow, consult Figure C for adjustment factors.

Under general gravity drainage and sewer pipe laying conditions, detailed calculations predicting pipe performance are not necessary. Following an extensive study of installed pipe performance, the European Plastic Pipe and Fitting Association (TEPPFA) concluded that final deflection of pipes was controlled by the settlement of the soil after installation. Where installation was controlled, or self-compacting granular material were used, pipe deflections were consistently low regardless of installation depth and traffic or other loads.
Where StormPRO® and SewerPRO® pipes are to be installed in normal conditions at depths up to 6m such that the depth to diameter ratio is at least 2, design calculations are not required. Simply following the recommended installation procedures will ensure that deflections are controlled. This is particularly true for installations under roadways, where the level of compaction required to prevent subsidence of the pavement also provides a highly supportive structural environment for the pipe.
For unusual conditions, or depths greater than 6 metres, design calculations may be performed in accordance with AS/NZS 2566.1. The structural design aspects of buried flexible pipes to be considered are vertical deflection, ring bending strain and buckling.
The following typical values may be used in pipe design:
Table 7 - Typical Structural Design Properties of StormPRO® and SewerPRO® |
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Property |
Symbol | Value |
| Short Term Stiffness - StormPRO® | SDI | 8,000 N/m |
| Short Term Stiffness - SewerPRO® | SDI | 10,000 N/m |
| Allowable long term deflection |
7.5% |
|
| Allowable long term ring bending strain | ³ball | 4% |
| Long Term Stiffness - StormPRO® | SDL2 | 2500 N/m/m |
| Long Term Stiffness - SewerPRO® | SDL2 | 3000 N/m/m |
Full Discharges & Velocities
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Vinidex StormPRO® and SewerPRO® pipes are twin-wall, corrugated polypropylene pipes for non-pressure applications, and can be installed in non-trafficable and trafficable areas, including under road pavements.
Our general information for the safe installation of Vinidex StormPRO® and SewerPRO® pipes. For more detailed information refer to AS/NZS 2566.2 "Buried flexible pipelines: Part 2, Installation". When designed and installed correctly, Vinidex StormPRO® and SewerPRO® systems will provide continuous service in excess of 50 years.
Vinidex StormPRO® and SewerPRO® are flexible pipes. This means that as vertical loads are applied, the pipe will deflect and take advantage of horizontal soil pressure to provide additional support. After initial compaction and settlement, applied vertical loads have very little effect on deflection.
Rigid pipes, such as steel reinforced concrete pipes do not deflect, and are designed to carry all applied vertical loads caused by soil and traffic. The surrounding soil provides little or no horizontal support to a rigid pipe.
Notwithstanding this, proper placement and compaction of bedding material around rigid pipes is critical in minimising the load on the pipe.
Flexible pipes have some ability to deform without structural damage and provide designers and installers with a wide range of advantages.
The structural action and design methodology of flexible pipes is well understood. Their use in all buried applications and particularly under road pavements is well established throughout the world and in Australia. As flexible pipes transfer load through deflection, loading outside design parameters leads mostly to deformation without structural damage. Overloading results in cracking of rigid pipes. Flexible pipes provide a substantial insurance for operational conditions outside design parameters.
Being manufactured from tough polypropylene, StormPRO® and SewerPRO® pipes are robust and are suitable for use in most site conditions. The pipes are relatively light weight and can generally be manhandled. Care should always be taken when pipes are loaded, unloaded, stacked or distributed on sites.
When pipes are lifted mechanically, web or rope slings should be used. Pipes should not be allowed to overhang by more than 1 metre. Transport should not have sharp projections which could cause damage to pipes. Pipes should not be dragged along the ground as this can damage the pipe, causing difficulty with jointing and testing. StormPRO® and SewerPRO® pipes should be stacked on flat firm ground, which has been cleared of debris. Pipes should be laid flat on transverse bearers at least 75mm wide at maximum 1.5m centres.
Pipe sockets should be supported so that the ends are free from loading, with sockets in each layer opposite to the previous layer. Different sizes are best stacked separately. If this is not practical, then stack with the largest pipes at the base. Framed crates must be stored timber on timber and may go up three crates but should not exceed 3m in height. If pipes are to be nested for long periods, stacks should not exceed 2m in height.
Rubber rings should be stored away from direct sunlight or weathering. Rubber rings should never be placed on the ends of pipes which are being stored.
Preparation
The trench should not be excavated too
far in advance of pipe laying and should
be backfilled as soon as possible.
Minimum Trench Width
The trench width should be as narrow as
is practicable, but wide enough to allow
adequate compaction of the haunch zone.
Pipes in Parallel
Where pipes are laid in parallel,
the minimum spacings between
pipelines are given in Table 13 below.
Table - 13 Minimum spacings between parallel pipelines
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Nominal Diameter (mm) |
150 | 225 | 300 | 375 | 450 | 525 | 600 | 750 | 900 |
|
Minimum Spacing (mm) |
150 | 150 | 200 | 200 | 300 | 300 | 300 | 300 | 350 |
| The trench should be excavated deep enough to allow for the specified grade, the required depth of underlay and the minimum cover. | |||||||||
Minimum cover Table 14 reflects industry standards in relation to minimum depth. StormPRO® and SewerPRO® are not limited to these industry norms and designers should refer to Vinidex engineers if reduced cover is required.
Table 14 - Minimum depth of cover over pipe |
|
| Loading Condition | Minimum Cover |
| Not subject to vehicular loading | 0.30 |
| Land zones for agricultural use | 0.60 |
|
Subject to vehicular loading- (a) no carriageway (b) sealed carriageways (c) unsealed carriageways |
0.45 0.60 0.75 |
| Pipelines in embankments or subject to construction equipment loads | 0.75 |
The prime influence on deflection is quality of installation, with depth of cover, pipe stiffness, and pipe material being of relatively minor importance. An intensive study of the deflection history of pipes installed under different conditions, in service for up to 25 years, has resulted in a simple pipe design graph for buried thermoplastics pipes. This graph predicts the maximum long term pipe deflection at up to 6m depth of cover (including traffic loading) for pipe of a given stiffness, with moderately compacted granular bedding material placed as follows:
For greater than 6m depth of cover, improved compaction standards are required, and the bedding requirements are as follows:
Where other design parameters may be critical, such as high water table, refer AS/NZS 2566.1. Vinidex recommends a design deflection limit of 10% as suggested in ISO 21138.1. For other conditions, such as increased trench widths and compaction standards, contact Vinidex for advice.

The following procedure is recommended when joining StormPRO® and SewerPRO® rubber ring jointed pipes:
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Step 1 Clean the pipe socket and spigot end, making sure both are free of any dirt and grit. |
Step 2 Install the rubber ring by stretching it over the spigot so that it sits between the first and second corrugations from the spigot end. |
Step 3 Ensure rubber ring is evenly fitted by running fingers around the full circumference of the pipe. |
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Step 4 Apply a generous amount of Vinidex jointing lubricant to the inside of the socket. Avoid getting lubricant under the rubber ring. |
Step 5 Insert the leading edge of the spigot into the receiving socket. It is essential that pipes are in a straight line before attempting to make the joint. |
Step 6 Do not apply jointing force directly to the socket. Insert a short piece of pipe in the socket. The short piece can be an off-cut, 50mm longer than the socket, and can be re-used. |
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Step 7 Apply even jointing force. Subject to pipe diameter and local conditions, use a crowbar to push on a timber block on the end of the short pipe. |
Step 8 Push home the pipe until the spigot end comes into contact with the inner wall of the socket. |
NOTE: The pipe may be deflected at the joint after jointing has been completed. Any deflection should be limited to a maximum of 3°.
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StormPRO® and SewerPRO® pipes may be cut anywhere along their length as required. The cut should be made in the valley between the corrugations at right angles to the axis of the pipe using a suitable saw. A chamfer is not required.
Embedment material for StormPRO® and SewerPRO® pipes should preferably be granular, free-flowing material. This type of embedment material requires less compactive effort to provide support for the pipe and minimise soil settlement. The most common embedment material is 5-7mm crushed rock. A typical grading is shown in Table 15.
Table 15 - Typical 5-7m crushed rock grading |
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| Sieve Size (mm) | 9.5 | 6.7 | 4.75 | 2.36 | 1.18 |
| % Passing by Mass | 100 | 85-100 | 30-85 | 0-30 | 0-5 |
| Where sand is more readily available, a typical sand grading is shown in Table 16 below. | |||||
Table 15 - Typical sand grading |
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| Sieve Size (mm) | 4.75 | 2.36 | 1.18 | 0.6 | 0.3 | 0.15 | 0.075 |
| % Passing by Mass | 100 | 90-100 | 85-100 | 70-100 | 50-100 | 0-40 | 0-5 |
| For further information refer to AS/NZS 2566.2. |
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The bedding material should be placed and graded to invert level, and compacted as required. In conditions where the trench bottom is wet, soft or irregular, it may be necessary to first stabilise, fill and level, and compact the base. Place and compact material in the pipe bedding zone to minimum depth of 75mm beneath the pipe.
In order to ensure uniform support along the pipe barrel, a small indentation should be excavated in the pipe bedding zone to accommodate the pipe sockets. The pipe side support material should be placed evenly on both sides of the pipeline and compacted such that relative compaction is consistent with design. Side support material should be worked under the sides of the pipe to minimise voids and provide maximum pipe haunching, taking care to minimise distortion of the pipe and maintain alignment and grade. The pipe overlay material should be levelled and compacted in layers, to a minimum height of 150mm above the crown of the pipe, or as specified.
Backfill should be placed on the pipe overlay and compacted as specified but generally not in layers in excess of 300mm. Complete the backfilling operation to finished surface level.
StormPRO® and SewerPRO® pipes may generally be connected to rigid structures without the use of short rocker pipes. StormPRO® and SewerPRO® pipes have sufficient flexibility and strain tolerance to accommodate differential settlement at the interface. The figure below shows a typical entry or exit to a concrete structure.

Where short rocker pipes are specified, either in 300mm or 600mm lengths, these should be installed as shown below. The most cost effective method is to cut pipe off-cuts to length on site, and join with plain couplings. Note that sanded shorts are not required as the corrugated pipe provides an adequate keying action into the concrete.

For above-ground applications StormPRO® must be adequately supported in order to prevent sagging and excessive distortion. Clamp, saddle, angle, spring or other standard types of supports and hangers may be used where necessary.
Pipe hangers should not be over-tightened. StormPRO® should be supported at regular intervals as detailed below, always with one support located directly behind the socket. These support spacings are based on StormPRO® carrying water at 20ºC. Note that where temperatures in excess of 20ºC are likely, the support spacing should be reduced.
Table 17 - Minimum Horizontal Support Spacing |
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| Nominal Diameter (mm) | 150 | 225 | 300 | 375 | 450 | 600 | 750 | 900 |
| Minimum Horizontal Support Spacing (m) | 1.25 | 1.60 | 1.90 | 2.15 | 2.50 | 2.75 | 3.00 | 3.00 |
The supports should provide a bearing surface of 120º under the base of the pipes and should be at least two corrugations wide. The pipes should be protected from damage at the supports with the provision of a membrane of PE, PVC or rubber.
The Vinidex PROgrommet® range of stormwater service connections provide 100mm and 150mm diameter connections to StormPRO® pipe up to 900mm nominal diameter.
The following procedure is recommended when installing the PROgrommet®:

Leakage testing is carried out to identify installation faults and sources of infiltration and exfiltration in pipelines which are required to be water tight such as sewerage systems. Leakage testing is generally not required for stormwater drains. AS/NZS 2566.2 specifies detailed procedures for leakage testing using hydrostatic testing, air or vacuum testing or infiltration testing of non pressure pipelines. These methods are summarised as below. Notwithstanding this, leakage testing should be carried out in accordance with local authority requirements.
Method 1: Hydrostatic Test
Fill the pipeline with water and pressurise to not less than 20kPa at the highest point of the section being tested, but not greater than 60kPa at the lowest point of the test section. Maintain the test pressure for at least two hours by adding measured volumes of water if required. Each joint should be carefully examined visually for leaks, and any defects should be repaired. The pipeline section is deemed satisfactory if the make-up volume is less that 0.5L per hour per metre length per metre diameter. After any repairs, the pipeline should be re-tested.
Method 2: Air Test
Introduce air slowly by suitable means until a pressure of 25kPa is obtained. Maintain for a period of at least 3 minutes. If no leaks are observed after 3 minutes, shut off the air supply. If the pressure of air contained in the pipes under test does not fall below 18kPa within the time period specified in Table 17 below, the pipeline shall be considered satisfactory. If, however, the pressure is not maintained within the specified limits, reintroduce the air and examine the pipeline for leaks by pouring a concentrated solution of soft soap and water over the joints and fittings. Identify and repair any leaks. After any repairs, the pipeline should be re-tested.
Method 3: Vacuum Test
Apply a vacuum until a negative pressure of 25kPa is obtained. Maintain for a period of at least 3 minutes. If no leaks are observed after 3 minutes, isolate the test section from the vacuum pump. Monitor the pressure for the time specified in Table 17. If the vacuum does not drop below 18kPa within the specified time period, the pipeline shall be considered satisfactory. Where the pipeline section fails the test, re-apply the vacuum and examine the pipeline for leaks. Identify and repair any leaks. After any repairs, the pipeline should be re-tested.
Method 4: Infiltration Test
Where there is a free standing water table at a height of at least 1.5m above the test section, an infiltration test can be carried out. Observe the pipe for 24 hours. Where infiltration is detected, the leak should be identified and repaired.
Table 18 - Minimum Time Intervals for 7kPa Pressure Change in Air and Vacuum Test |
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| Test Length (meters) | |||||
| DN | 50 | 100 | 150 | 200 | 250 |
| Minimum Test Duration (minutes) | |||||
| 150 | 3 | 3 | 3 | 5 | 6 |
| 225 | 4 | 5 | 8 | 10 | 13 |
| 300 | 6 | 9 | 14 | 18 | 23 |
| 375 | 7 | 14 | 22 | 29 | 36 |
| 450 | 10 | 21 | 31 | 41 | 52 |
| 525 | 14 | 28 | 42 | 56 | 70 |
| 600 | 18 | 37 | 55 | 73 | 92 |
| 750 | 29 | 57 | 86 | 115 | 143 |
| 900 | 41 | 83 | 124 | 165 | 207 |
Cut-Ins
To cut into an existing buried StormPRO® or SewerPRO® pipeline and install a socketed junction or other socketed fitting, the following procedure should be adopted:
Repairs
When selecting the required repair method, it is necessary to differentiate between minor and more extensive damage. Minor or localised damage should be limited to small holes in the pipe. In these situations, bolt tensioned wrap-around stainless steel repair fittings can be used. It is important to note that this type of fitting has no positive stop and must only be tightened in accordance with the manufacturers' torque settings. Damage caused by excavation or other machinery will inevitably affect the structural integrity of the pipe and should be cut out and replaced using slip couplings.
For a downloadable PDF copy of the information above please click on the link below:
StormPRO® & SewerPRO® Catalogue (2.04 MB)
PRO Fittings Catalogue (1 MB)
For further information please download our catalogues below
StormPRO® and SewerPRO® Installation Guide (1.26 MB)
StormPRO® For Low Pressure Applications (281.60 KB)
For further information on the PROgrommet™ and PROsaw™ tools used with StormPRO® pipe for sewerage and drainage applications, please download the following brochures:
Download our PROgrommet™ brochure (667.86 KB)
Download our PROgrommet™ brochure (388.34 KB)