Nu Flow Welcomes 50th Global Partner
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TECHNICAL SPECIFICATIONS
Comparison between a new pipe and a rehabilitated pipe Diameter Hazen Williams Coefficient (C) Flow for new pipe (m3/s) Thickness of Liner (mm) Resulting internal diameter (m) Hazen Williams coefficient (C) Flow for rehabilitated pipe (m3/s) % Loss (m) (in) 0.15 6 140 0.27 2 0.146 140 0.25 -6.86 0.20 8 140 0.57 2 0.196 140 0.54 -5.17 0.30 10 140 1.02 2 0.246 140 0.98 -4.15 0.40 12 140 1.65 2.5 0.295 140 1.57 -4.32
Comparison between old pipe and a rehabilitated pipe Old Pipe Diameter Hazen Williams Coefficient (C) Flow for old pipe (m3/s) Thickness of Liner (mm) Old Pipe diameter (m) Hazen Williams coefficient (C) Flow for rehabilitated pipe (m3/s) % Increase (m) (in) 0.13 6 60 0.08 2 0.146 140 0.25 216.63 0.18 8 60 0.18 2 0.196 140 0.54 191.91 0.23 10 60 0.35 2 0.246 140 0.98 178.48 0.27 12 60 0.53 2.5 0.295 140 1.57 194.52
Comparison between old pipe and a rehabilitated pipe
Felt Tube Terrafix 1000 R Specification (Minimum Average Roll Values)
Property Units Values Test Method Grab Tensile Strength N 1400 CGSB-148.1 Mullen Burst Mpa 5.30 CGSB-4.2 No. 11.1-94 Tear Strength N 650 CGSB-4.2 No. 12.2-95 E.O.S. um (micrometers) 50 to 150 Permeability k (cm/s) 2.3 x 10-1 CGSB-4.2 No. 11.1-94 Elongation at Break % 70-100 Mass g/m2 550 Thickness mm 4.0
Property
Units
Values
Test Method
Grab Tensile Strength
N
1400
CGSB-148.1
Mullen Burst
Mpa
5.30
CGSB-4.2 No. 11.1-94
Tear Strength
650
CGSB-4.2 No. 12.2-95
E.O.S.
um (micrometers)
50 to 150
Permeability
k (cm/s)
2.3 x 10-1
Elongation at Break
%
70-100
Mass
g/m2
550
Thickness
mm
4.0
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