OPTIFLUX™ High-Strength Oriented PVC Pipes (PVC-O) are manufactured using state-of-the-art technology to deliver exceptional performance in water conveyance applications. These pipes are produced in strict compliance with Indian Standard IS 16647:2017, which specifies the requirements for Oriented Unplasticized Polyvinyl Chloride (PVC-O) pipes for water supply. Additionally, they conform to ISO 16422:2014, the globally recognized standard for pipes and joints made of PVC-O for the conveyance of water under pressure.
PVC-O is created through a process of molecular orientation, where the amorphous structure of conventional PVC is transformed into a layered, ordered structure. This advanced manufacturing technique significantly enhances the mechanical properties of the material, resulting in:
Superior Strength and Toughness – PVC-O pipes offer remarkable resistance to internal pressure, external loads, and impact, making them highly durable in demanding conditions.
High Hydraulic Capacity – With a smoother inner surface and reduced friction losses, PVC-O pipes ensure higher flow rates compared to conventional pipes of the same diameter.
Lightweight and Easy Handling – Despite their high strength, these pipes are lighter in weight, facilitating easier transport, handling, and installation.
Corrosion and Chemical Resistance – Unlike metallic alternatives, PVC-O pipes are immune to rust, scaling, and most chemical reactions, ensuring a longer service life.
Sustainability and Cost Efficiency – The longer life cycle, reduced maintenance, and energy-efficient production process make PVC-O pipes an environmentally friendly and economically viable choice.
Engineered for reliability, OPTIFLUX™ PVC-O pipes are widely used for potable water supply, irrigation networks, industrial water conveyance, and pressure piping systems. By meeting both national and international standards, OPTIFLUX™ ensures that its products consistently deliver safety, efficiency, and long-term performance in water infrastructure projects.
| Description | PN 12.5 | PN 16 | PN 20 | PN 25 |
|---|---|---|---|---|
| Material Class | 500 | 500 | 500 | 500 |
| Working Pressure in (kg/cm²)* | 12.5 | 16 | 20 | 25 |
| Design coefficient (C) | 1.4 | 1.4 | 1.4 | 1.4 |
| MRS (MPa) | 50.0 | 50.0 | 50.0 | 50.0 |
| Burst Pressure over 50 years in (bars)* | 17.5 | 22.4 | 28 | 35 |
| Stiffness (kN/m²) | >5 | >7 | >11 | >20 |
| Onsite Trail Pressure(Kg/f Cm²) | 17.5 | 21.0 | 25.0 | 30.0 |
| Density (Kg/dm³) | 1.40 – 1.44 | 1.40 – 1.44 | 1.40 – 1.44 | 1.40 – 1.44 |
| PVC Resin k value | > 64 | > 64 | > 64 | > 64 |
| Roughness (Hazen Williams) | 150 | 150 | 150 | 150 |
| Nominal Dia. (DN) | Outside Dia. (OD) mm | Min. Wall Thickness (e) Class = 500 C-1.4 mm | ||||
|---|---|---|---|---|---|---|
| mm | Min. | Max. | PN 12.5 | PN 16 | PN 20 | PN 25 |
| 110 | 110.0 | 110.4 | 2.0 | 2.4 | 3.1 | 3.8 |
| 160 | 160.0 | 160.5 | 2.9 | 3.5 | 4.4 | 5.5 |
| 200 | 200.0 | 200.6 | 3.6 | 4.4 | 5.5 | 6.9 |
| 250 | 250.0 | 250.8 | 4.5 | 5.5 | 6.9 | 8.6 |
| 315 | 315.0 | 316.0 | 5.7 | 6.9 | 8.7 | 10.8 |
| 400 | 400.0 | 401.2 | 7.2 | 8.8 | 11.0 | 13.7 |
| 450 | 450.0 | 451.4 | 8.3 | 9.9 | 12.4 | 15.4 |
| 500 | 500.0 | 501.5 | 9.2 | 11.0 | 13.7 | 17.1 |
| 560 | 560.0 | 561.7 | 9.8 | 12.3 | 15.4 | 19.2 |
| 630 | 630.0 | 631.9 | 11.0 | 13.8 | 17.3 | 21.6 |
| Nominal Dia. (DN) | Outside Dia. (OD) mm | Min. Wall Thickness (e) Class = 500 C-1.4 mm | ||||
|---|---|---|---|---|---|---|
| mm | Min. | Max. | PN 12.5 | PN 16 | PN 20 | PN 25 |
| 110 | 110.0 | 110.4 | 2.0 | 2.4 | 3.1 | 3.8 |
| 160 | 160.0 | 160.5 | 2.9 | 3.5 | 4.4 | 5.5 |
| 200 | 200.0 | 200.6 | 3.6 | 4.4 | 5.5 | 6.9 |
| 250 | 250.0 | 250.8 | 4.5 | 5.5 | 6.9 | 8.6 |
| 315 | 315.0 | 316.0 | 5.7 | 6.9 | 8.7 | 10.8 |
| 400 | 400.0 | 401.2 | 7.2 | 8.8 | 11.0 | 13.7 |
| 450 | 450.0 | 451.4 | 8.3 | 9.9 | 12.4 | 15.4 |
| 500 | 500.0 | 501.5 | 9.2 | 11.0 | 13.7 | 17.1 |
| 560 | 560.0 | 561.7 | 9.8 | 12.3 | 15.4 | 19.2 |
| 630 | 630.0 | 631.9 | 11.0 | 13.8 | 17.3 | 21.6 |
| Nominal Dia. (DN) | Minimum Mean Inside Diameter of Socket - dimMinimum Mean Inside Diameter of Socket - dim | Depth of engagement - m |
|---|---|---|
| 110 | 110.5 | 64 |
| 160 | 160.6 | 71 |
| 200 | 200.0 | 75 |
| 250 | 250.9 | 81 |
| 315 | 316.1 | 88 |
| 400 | 401.3 | 92 |
| 450 | 451.5 | 95 |
| 500 | 501.6 | 97 |
| 560 | 561.8 | 101 |
| 630 | 632.0 | 105 |
| Characteristics | Value | Unit |
|---|---|---|
| Density | 1.39 to 1.46 | g/cm³ |
| Minimum required Strength (MRS) | 50 | MPa |
| 50 years safety coefficient | 1.4 | - |
| PVC Resin K value | > 64 | 81 |
| Design Stress | 36 | MPa |
| Axial traction resistance | > 48 | MPa |
| Tangential traction resistance | > 85 | MPa |
| Axial elasticity Module | > 3000 | MPa |
| Compressive stress | > 50 | MPa |
| Poisson coefficient | 0.41 | - |
| Impact Strength according to ISO 16447 | TIR ≤ 10% | % |
| Roughness | 0.01 | mm |
| Roughness (Hazen Williams) | 150 | - |
| Thermal conductivity | 0.13 | kcal/m.h. °C |
| VST according to ISO 16447 | > 80 | °C |
| Sealing Ring Gaskets Specification | Value | Element Name |
|---|---|---|
| EPDM elastomeric hardness | 60 ± 5 | IRHD |
| | Units | OPTIFLUX PVC-O 500 | PVC > 64 | HDPE PE-100 | HDPE PE-80 |
|---|---|---|---|---|---|
| Minimum Required Strength (MRS) | MPa | 50.0 | 25.0 | 10.0 | 8.0 |
| Overall Service Coefficient (C) | - | 1.4 | 2.0 | 1.25 | 1.25 |
| Design Stress | MPa | 36.0 | 12.5 | 8.0 | 6.3 |
| Short- Term elasticity Modules | MPa | > 4,000 | > 3,000 | 1,100 | 900 |
| Resistance to axial traction | MPa | > 48 | > 48 | 19 | 19 |
| Resistance to tangential traction | MPa | > 90 | >48 | 19 | 19 |
| Shore Hardness D | - | 81-85 | 70-85 | 60 | 65 |
Dimension and visual Inspection
Outside Diameter
Wall Thickness
Density
Sulphated Ash Content
Ovality
Opacity
Impact Strength
Ring Stiffness
Uniaxial Tensile strength
Vicat Softening Temperature
Hydrostatic Pressure Tests
Leak tightness of assemblies with angular deflection, negative and Positive pressure test
Pressure and bending test
OPTIFLUX PVC-O Pipes are recommended for underground use only.
For Installation the trench shall be free of stones at the bottom and at the sides. The minimum width of the trench based on nominal diameter of the pipes. As a rule of thumb, when there is no road traffic involved, the pipes crown will be at a minimum depth of 0.6 meter, with road traffic the minimum depth is 1 meter.
| Sl. No. | Nominal Diameter (dn) mm | Minimum Width of Trench m |
|---|---|---|
| 1 | 90 to 250 | 0.60 |
| 2 | 315 | 0.85 |
| 3 | 400 | 1.10 |
| 4 | 450 | 1.15 |
| 5 | 500 | 1.20 |
| 6 | 630 | 1.35 |
| Sl. No. | Depth of Trench, h m | Minimum Width of Trench m |
|---|---|---|
| 1 | h˂1.00 | 0.60 |
| 2 | 1.00 ≤ h ˂ 1.75 | 0.80 |
| 3 | 1.75 ≤ h ˂ 4.00 | 0.90 |
| 4 | h ≥ 4.00 | 1.00 |
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