FAQ


General Documents

Brochure : What is PVC4Pipes? Click on the flag to read the brochure in your language

 

Poster 1 "Open your Mind"

Poster 2 "Open your Mind"

"Pvc Pipes Market Trends and Development in Central & Eastern Europe" Presentation of Joël Fumire in connection with the PVC4Pipes at the " 3rd CEE / Russia Plastics pipes markets" conference on September 2007 in Prague.

"Future of PVC Piping Systems in Europe - A development Vector" Presentation of Eva Timar in connection with the PVC4Pipes at the "EDC, VCM PVC Market in CEE & Russia conference" on May 2005 in Budapest.

Durability

Durability of PVC Plastic Piping systems

Solid wall PVC non-pressure pipes have been in practical use for > 60 years. The experience has been and still is very positive. Structured wall PVC non-pressure pipes were introduced in the 1970s, and now have nearly 30 years of experience. These pipes are also performing very well in service.
PVC pipes have excellent resistance to chemicals like detergents, which make them particularly suitable for sewer applications.
There is no chemical degradation on PVC pipes buried in the ground, and PVC pipes do not oxidise in service.

Jointing systems on PVC pipes are mainly rubber seals, which have a very low leakage rate.

The recent SMP (Sustainable Municipal Pipes) project in Germany and other countries in Europe showed this clearly. The conclusion in the report is based on pipes made from PVC in nearly 80 % of the cases studied. See report on Teppfa website.

The conclusion of the reports can be summarised with the following:

PVC piping systems have now been employed for nearly 70 years for the transportation of drinking water or the transportation of foul water in sewerage systems.

The intrinsic properties of PVC become so “natural” that one simply forgets sometimes how good they are when compared to the old “traditional” materials or even the “newcomers” from the plastic world.

Good mechanical properties in terms of creep , viscoelasticity, and fatigue
These mechanical properties are very important and are maintained over prolonged periods of time (products are evaluated for creep, and data are extrapolated up to 100 years when necessary with high safety coefficient) The visco-elasticity of the material permits an exceptional behaviour concerning the interactions between the pipe and the surrounding soil.
This can really be seen in the laboratory (see experience in the United States with article N°13 or article N°25 on fatigue), or through experience gained in the field.
Read articles N°3, N°4, N°5, N°7, N°8, N°10, N°15

Maintenance of the properties of PVC pipes in service
The maintenance of properties is proved by the analysis of pipes that have been dug out after years of service. Experience includes several analyses of pipe systems which have been in service between 15 and 60 years!
Read articles N°2, N°6, N°8, N°9, N°11, N°12, N°16, N°23, N°24, N°27

Low leakage of the systems over time
The low failure rates on the pipe systems are also mentioned many times both in America and in Europe.
These failure rates confirm the good toughness of the material as well as the tightness of the rubber joints. Read articles N°1, N°17, N°18, N°19, N°21 and presentation N°26 from DVGW, for a better view of the failures rates.

Long term resistance to chemical aging
Plastic pipes usually present a behaviour which is very well described in article N° 14.
A buried pipe in PVC has essentially no chemical degradation over a prolonged period of time. This is very well described in recent work from TNO (article N°12 and presentation N°24)
Furthermore PVC is inert to a lot of materials (including disinfectants used in the treatment of potable water)
Compared with other thermoplastic materials PVC has an exceptional low coefficient of diffusion, because the service temperature is below the glass transition temperature (see for instance article N°22).
These good properties are also the reason why recycled PVC pipes can be processed again without extra addition of stabilisers (see article N°20 on the good properties for recycling)

1. PVC Pipe performance in water mains and sewers
P.C. Kirby (Proce. Int. Conf. Underground Plastic Pipe ASCE, New Orleans)

2. Lancashire in service durablity of uPVC water mains

3. Long term behaviour of buried uPVC sewer pipe
Walton & Elzink

4. Long term behaviour of buried PVC sewer pipes
Lars Eric Janson (Plastics Pipes IX September 1995)

5. Physical aging of buried PVC sewer pipes as affecting their long term behaviour
Lars Eric Janson

6. Bauer 15 Year ol PVC sewer pipe a durability and performance review

7. The actual performance of buried plastics pipes in Europe over 25 years
Elzink & Molin

8. Old PVC gravity sewer pipes long term performance
Alferink Guldbaek Grootoonk

9. 35 years of PVC water distribution in the Netherlands
Gons Naaktgeboren Holloway

10. Old PVC-U water pressure pipes - Design & Durability
Alferink Guldbaek Grootoonk

11. 60 jahre erfahrungen mit Rohrleitungen aus weichmachfrei Polyvinylchlorid KRV Nachric
E. Nowack, E. Barth, I. Otto, E. W. Braun

12. TNO report long term performance prediction of existing PVC water distribution systems
Arjen Boersma, Jan Breen

13. 22 year stress relaxation and strain limit testing of PVC pipes (Uni-bell)
Dr A.P. Moser

14. Pipeline systems made of plastics

15. Plastic Pipes XI 2001
M.W. Stahmer and A.J. Whittle

16. 70 years of experience with PVC pipes Plastic Pipes XII
T. Huelsmann, R. Nowack, Plastic Pipes XII April 2004

17. Durability of ductile PVC gas distribution system PP XII
T. Meijering, M. Wolters, R. Hermkens Pastics Pipes XII April 2004

18. The performance of a gas distribution system of ductile PP X
T. Meijering Septembre 2001

19. Predicting the residual life of PVC sewer pipes
A.J. Whittle and J. Tenakoon

20. Effect of repeated extrusion on properties and durability of rigide PVC scrap
N. Yarahmadi, I. Jakubowicz and T. Gevert 2001

21. Minimizing failure to PVC water mains PP XII
R. Brander

22. RW Johnson Antec Long term tin in PVC preprint

23. KRV 60 jahre erfahrungen aus weichmacherfreim Polyvinylchlorid (PVC-U)

24. Long terms performance prediction of existing PVC2 water distribution systems
A. Boersma, J. Breen TNO

25. Resistance of PVC-U and PVC-M to cyclic fatigue
A.J. Whittle, A. Teo

26. Top drinking water quality for the best price
TH Huelsmann

27. Long term performance prediction of existing PVC water distribution systems
J. Breen, A. Boersma, N. Slaats, J. Vreeburg

Presentations made at the Plastics Pipes XII Conference in April 2004

Liberalisation of local public companies and its effect on the industrial and technical content of water utility companes
A. Lolli, R. Drusiani (Federgasacqua, Italy)

A view of the European plastics pipes market in a global scenario
M. Raynaud (BP Solvay Polyethylene Europe, Belgium)

Sustainable investment in the plastics pipes industry
A. Catanzano (Alaxis Europe, Italy)

Past Successes for Future Growth

70 years experience with PVC pipes
T. Hülsmann (EVC, Germany)
R. Nowack (Alphacan, Germany)

New technical guide - Using plastics pipes for water supply and sewer systems
E. Guidbaek (Nordisk Wavin AS, Denmark)

Developments in Plastic Materials

Innovative PVC pipe systems for increased safety and improved economics
A. Bos (EVC, Germany) S.R. Tan (EVC)

Ductile-brittle transition in failure mode in the pipes manufactured from a new plastics alloy: PVC-A
C. Dal Pozzo (Greenpipe, Italy) S. Cook (Hepworth, UK)

New Successes and New Solutions

An innovate technology to produce PVC structured-wall sewage pipes in big diameters with further developments in the field of technological networks
A. Nesti (GDW, Italy)

Developments in North American PVC piping products for trenchless applications
S. Rahman (Uni-Bell PVC Pipe Association, USA)

Stabilisers and Manufacturing

Quick-switch, Continuous dimensions change in pipe extrusion
A. Türk, H. Stieglitz (Krauss-Maffel Kunststofftechniek, Germany)

Filled or foamed PVC pipes - Which solution leads to a higher benefit?
J. Dowbrowsky (Cincinnati Extrusion GmbH, Austria)

Reduction of production costs and improvement of pipe quality by using flex ring dies
H. Gross (Gross Kunststoff-Verfahrenstechnik, Germany)

Stabilisers for PVC pipe systems - Quo Vadis?
M. Schiller (Chemson Polymer-Additives, Austria)

Alternative stabilisers for PVC pipe and fittings - an actual overview?
S. Fokken (Baerlocher GmbH, Austria)

PVC-U pipe extrusion machinery - technological solutions
R. Mickley (Battenfield Extrusionstechnik GmbH, Germany)

Case Studies from Around the World

Minimising failures to PVC water mains
R. Brander (Calgary Waterworks, Canada)

Large diameter PVC pressure pipe for water and sewer applications in North America
S. Rahman (Uni-Bell PVC Pipe Association, USA)

System Maintenance and Performance

Molecular oriented PVC (MOPVC) and PVC-U pipes for pressure applications in the water industry
J. Robeyns (VMW, Belgium)
P. Vanspeybroeck (Becetel, Belgium)

Rehabilitation

Experiences with a close-fit pipeline renovation system based on a PVC alloy
A. Bos (EVC, Germany)
J. Huusko (Uponor, Finland)

Pipe-laying without excavation and burying operations
G. Dall'Argine (Consorzio di Bonifica dell'Oristanese, Italy)

Slow Crack Growth

Resistance of PVC-U and PVC-M to cyclic fatigue
A. Whittle, A. Teo (Iplex Pipelines, Australia)

New design guidelines for fatigue failure in PVC pipe
J.D. Jeffrey, A. Moser (Northrop Grumman Mission Systems, USA)
S.L. Folkman (Utah State University, USA)

Case Studies and Market Opportunities

The durability of a low-pressure gas disitribution system of ductile PVC
T. Meijering (Pipelife Nederland BV, The Netherlands)
M. Wolters (Gastec Technology BV, The Netherlands)

PVC pipes for life - modern developments and design criteria : PVC-U, PVC-M and PVC-O
M. Osry (DPI Plastics (Pty) Ltd, South Africa)

Joining and Joint Assessment

Hydraulically actuated fittings for higher pressure
M. Welburn (Redman Fittings Ltd, UK)

Surface Loading and Deformation

Combined loading of burled thermoplastics pressure pipes
F. Alferink (Wavin M&T, The Netherlands)
M. wolters (University of Twente, The Netherlands)
L-E. Janson (SWECO, Sweden)

System Pressure Rating And Residual Life

Predicting the residual life of PVC sewer pipes
A. Whittle (Iplex Pipelines, Australia)
J. Tennakoon (Ipswitch Water Queensland, Australia)

Long term performance prediction of existing PVC water distribution systems
J. Breen, A. Boersma (TNO Industry Technology, The Netherlands) P. Slaats, J. Vreeburg (Kiwa Water Research, The Netherlands)

Structured Walled Non-Pressure Pipes

Newly developed sewer pipe system with improved abrasion performance and safer joints
D. Jungmann (Kunststoffroehren Sendenhorst, Germany)

Sustainability and Regulation Approval

The TEPPFA voluntary commitment for recycling and lead replacement
R. van't Veer (TEPPFFA, Belgium)

Organoleptic behaviour of organic materials in contact with drinking water after treatment with high levels of disinfectants
E. Veschetti, L. Ferretti, B. Cittadini, D. Maresca, M. Ottaviani (Istituto Superiore di Sanita, Italy)

Low cost piping : a challenge for first and third world
E. Spindler (Vinnolit GmbH & Co KG, Germany)

Is their place for plastics in a sustainable world?
D. Cook (The Natural Step, UK)

New approaches about compliance of materials in contact with water for human consumption, Italian legislation and European scheme
M. Ottaviani, M. Milana (Istituto Superiore di Sanita, Italy), N. Sarti (Ministro della Salute, Italy)

EAS: New European rules for acceptance of materials in contact with drinking water
J. Nury (ALPHACAN, France)
T. Meijering (TEPPFA, Belgium)

Hot Water and Industrial Applications

Recent developments in PVC-C compound technology
J. Schroeder (Noveon Inc, USA)

Lifetime Analysis

Prediction of ductile failure in U-PVC pipes from creep tests on specimens
G. Castiglioni, D. Verzanni, A. Pavan (Politecnico di Milano, Italy)

New technologies and close

Pipeline rehabilitation with expanded and reoriented PVC
D.W. Woods, S. Ferry (Hauser Laboratories, USA)
T. Marti (Underground Solutions Inc., USA)

Poster Papers

Determination of the degree of gelation of PVC-U using DSC
P. Vanspeybroeck, Becetel VZW, Belgium

New techniques for assembling and load resistant PVC-pressure pipes
J. Robeyns et al, Becetel, Belgium

Replacement strategies for aging pipelines and the consequences for long-term investments
M. Wolters, Gastec Technology bv, The Netherlands

The lifetime of PE and PVC materials for use in sodium hypochlorite and hydrogen peroxide environments
S. Brogden, Bodycote Polymer AB, Sweden

 

 

About us  |  Why is PVC used in pipes?  |  PVC pipes and sustainability  |  Documents  |  Links  |  Contact  |  FAQ



Copyright © 2004 PVC4Pipes all rights reserved - Disclaimer