- Chemical Resistance
- Safety Data Sheets (SDS)
- Material Properties
- PRO Systems
- PE Pressure Pipe
- PE Pipe Selection
- MAOP for PE Pipes
- Temperature Influences
- Selection of Wall Thickness for Special Applications
- Hydraulic Design for PE Pipes
- Surge and Fatigue
- Slurry Flow
- Pneumatic Flow
- Expansion and Contraction
- External Pressure Resistance
- Allowable Bending Radius
- Thrust Block Support
- Conductivity, Vibration and Heat Sources
- Polyethylene Jointing
- Handling and Storage
- Trench Preparation for Buried Pipes
- Relining and Sliplining
- Pipeline Detection
- Above Ground Installation
- Accommodation of Thermal Movement by Deflection Legs
- Service Connections for PE Pipes
- Concrete Encasement
- Fire Rating
- Testing and Commissioning
- PVC Pressure Pipe
- PVC Pressure Pipe Standards
- Pressure Considerations
- PVC Temperature Considerations
- Mine Subsidence
- Water Hammer
- Thrust Support
- Air and Scour Valves
- Soil and Traffic Loads
- Bending Loads
- PVC Pipe Jointing
- Jointing Components with Ductile Iron Flanged Joints
- Service Connections for PVC Pipe
- PVC Pipe Handling and Storage
- Below Ground Installation
- Above Ground Installation for PVC Pipe
- Testing and Commissioning for PVC Pressure Pipe
- Detecting Buried Pipes
- FLUFF – Friction Loss in Uniform Fluid Flow
- Technical Notes
Chemical Resistance of PE Pipes
The outstanding resistance of Vinidex polyethylene systems to a variety of chemical reagents, allows their use in a wide range of chemical processes. Chemical resistance of polyethylene is due to the non polar or paraffinic nature of the material and is a function of reagent concentration and temperature. Some attack may occur under specific conditions however, use of Vinidex polyethylene systems provides a cost effective solution when the behaviour of polyethylene is compared to that of alternative materials.
Where PE pipe is used for water and wastewater applications users should refer to the PIPA Industry Guideline POP201 Resistance of Plastic Pipes and Fittings to Water and Wastewater Chemicals which was prepared in conjunction with the Water Services Association of Australia.
For PE pipes conveying disinfected drinking water, the type and concentration of disinfectant residual in conjunction with other operating factors such as temperature and stress can potentially reduce expected service life if these factors are not considered in pipe selection. Chlorine-based disinfectants are oxidising agents. PE resin compounds contain stabilising additives that provide resistance against the oxidative effects of these chemicals under typical operating conditions.
For chlorine and chloramine disinfected systems at temperatures up to of 21°C and maintained within the aesthetic limits of the Australian Drinking Water Guidelines*, the expected life of SDR11 PE 100 and PE80 is not adversely affected. However, where higher temperatures are coupled with more aggressive oxidative environments, PE pipe performance may be compromised. For guidance refer to PIPA Industry Guideline POP018* or contact Vinidex.
Vinidex PE pipes should not be used to convey water disinfected with Chlorine Dioxide as this will deplete the antioxidant additives in the material. For more information refer to PIPA Technical Note TN008*.
Where PE pipe is used for water and wastewater applications users should refer to the PIPA Guidelines POP201 Resistance of Plastic Pipes and Fittings to Water and Wastewater Chemicals which was prepared in conjunction with the Water Services Association of Australia. Vinidex PE pipes should not be used to convey water disinfected with Chlorine Dioxide as this will deplete the antioxidant additives in the material.
Where rubber modified LDPE blends are used for improved ESCR properties in irrigation applications, the effect of speciality chemicals may require evaluation eg. micro-irrigation tube/ dripper tube.
Resistant: Water, solutions of inorganic salts, weak acids, strong organic acids, strong alkaline solutions, aliphatic hydrocarbons.
Has adequate resistance: Strong acids, hydrofluoric acids, fats and oils.
Has limited resistance: Lower alcohols, esters, ketones, ethers, aromatic hydrocarbons, mineral oil.
In most cases non-resistant: Light naphtha, fuel mixture.
Completely non-resistant: Unsaturated chlorinated hydrocarbons, turpentine.
The listed data are based on results of immersion tests on specimens, in the absence of any applied stress. In certain circumstances, where the preliminary classification indicates high or limited resistance, it may be necessary to conduct further tests to assess the behaviour of pipes and fittings under internal pressure or other stresses.
Variations in the analysis of the chemical compounds as well as in the operating conditions (pressure and temperature) can significantly modify the actual chemical resistance of the materials in comparison with this chart’s indicated value.
It should be stressed that these ratings are intended only as a guide to be used for initial information on the material to be selected. They may not cover the particular application under consideration and the effects of altered temperatures or concentrations may need to be evaluated by testing under specific conditions. No guarantee can be given in respect of the listed data. Vinidex reserves the right to make any modification whatsoever, based upon further research and experiences
For resistance information on specific chemicals see Chemical Performance of PE pipes
Fusion joints include those made by butt fusion, electrofusion and socket fusion and these types will have the same chemical resistance as listed for PE.
Chemical resistance of Rubber Ring Joints may be assessed by reference to Chemical Resistance of Elastomers
PE pipe systems often employ fittings and accessories manufactured from materials dissimilar to the pipe material, such as brass, aluminium, iron and polypropylene. In such cases, the designer should refer to the appropriate manufacturer for advice on the chemical resistance of these materials.
*NRMMC, “Australian Drinking Water Guidelines 6 2011 Version 3.4 updated October 2017, National Water Quality Management Strategy.”, National Health and Medical Research Council, National Resource Management Ministerial Council, Commonwealth of Australia, Canberra, 2017.