Hazen & Williams - Friction Factor C
Type of Pipe Values of C
Range
High = Best
Low = Poor
Average Value
for Clean,
New Pipe
Commonly Used
Value for Design
Purposes
Cement- Asbestos 160-140 150 140
Fibre - 150 140
Bitumastic-enamel-lined ironed or steel
centrifugally applied
160-130 148 140
Cement-lined iron or steel centrifugally applied - 150 140
Copper, brass, lead, tin or glass pipe and tubing 150-120 140 130
Wood-stave 145-110 120 110
Welded and seamless steel 150-80 130 100
Interior riveted steel - 139 100
Wrought-iron, cast-iron 150-80 130 100
Tar-coated cast-iron 145-50 130 100
Girth-riveted steel - 130 100
Concrete 152-85 120 100
Full-riveted steel - 115 100
Vitrified, spiral-riveted steel (flow with lap) - 110 100
Spiral-riveted steel (flow against lap) - 100 90
Corrugated steel - 60 60

 

Values of C 150 140 130 120 110 100 90 80 70 60
*Multiplier (Basis C = 100) .47 .54 .62 .71 .84 1.0 1.22 1.50 1.93 2.57



Increase in Friction Loss Due to Aging of Pipe

The deterioration of pipes over time is a function of the chemical properties of the the materials from which it is made, the liquid flowing within it, and the material that the pipe itself is held in. In general, the friction loss increases with age as patches of corrosion and buildup form.

These values are largely theoretical and should be used for estimation purposes only. The wide variety of water conditions around the world makes any precise calculation of values impossible. This table is based on the best-known available data, but should still be used with discretion.

Multipliers for Use with Friction Loss Tables

Age of Pipe
(years)
Small Pipes
(4" - 10")
Large Pipes
(12" - 60")
New 1.00 1.00
5 1.40 1.30
10 2.20 1.60
15 3.60 1.80
20 5.00 2.00
25 6.30 2.10
30 7.25 2.20
35 8.10 2.30
40 8.75 2.40
45 9.25 2.60
50 9.60 2.86
55 9.80 3.26
60 10.00 3.70
65 10.05 4.25
70 10.10 4.70
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