PVC-O Pipes

OPTIFLUX™ PVC-O Pipes – High Strength, High Performance

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.

Product Range

Pressure Rating

Design Co-efficient

Material Classification

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

Dimensions

Wall thickness of OPTIFLUX PVC-O Pipes as per IS 16647:2017

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

Wall thickness of OPTIFLUX PVC-O Pipes as per ISO 16422:2014

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

Dimensions of Sockets

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

Other Characteristic of Material

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

Mechanical characteristics of OPTIFLUX PVC-O pipe with other Pipes

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

Testing Facility

  • 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

Guidelines for storage and Installation of OPTIFLUX PVC-O Pipes

       Storage  
  • Store the pipes horizontally on a flat surface and place supports on every 1.5 meter to avoid the bending of the product.
  • Avoid scratches especially on the crest of socket.
  • Do not stack pipes more than 1.5 meter height 
  • The socket of the pipes should be free, alternative sockets and end during stacking.
  • If the pipes are stored in direct sunlight, cover the pipes with opaque material.
Installation

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.

Minimum trench width based on Nominal Diameter of Pipes

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

Minimum trench width based on depth of trench

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