Roughness and Hazen Williams Coefficients for various pipe materials (carrying water):

One of the values of using the Hazen Williams Equation is that the value C, does not depend on Reynolds Number.

Below you will find a table of various Hazen William Coefficients: grouped by pipe type:

Table 1: Hazen Williams Constants
C
type of pipe or surface material: range clean design
mineral
concrete 152-85 120 100
cement-asbestos 160-140 150 140
vitrified clays 110
brick sewer 100
iron
cast, plain 150-80 130 100
cast (10 years old) 113-107
cast (20 years old) 100-89
cast (30 years old) 90-75
cast (40 years old) 83-64
cast, tar (asphalt) coated 145-50 130 100
cast, cement lined 150 140
cast, bituminous lined 160-130 148 140
cast, centrifugally spun
Ductile Iron Pipe (DIP) 140
galvanized, plain
wrought, plain 150-80 130 100
steel
welded and seamless 150-80 140 100
interior riveted, no projecting rivets 139 100
projecting girth rivets 130 100
projecting girth and horizontal rivets 115 100
vitrified, spiral-riveted, flow with lap 110 100
vitrified, spiral-riveted, flow against lap 100 90
corrugated 60 60
miscellaneous
copper and brass 150-120 140 130
wood stave 145-110 120 110
transite
lead, tin, glass 150-120 140 130
plastic (PVC and ABS) 150-120 150-140 130
fiberglass 160-150 150 150
wooden or masonry pipe (smooth) 120

Note: C values for sludge are 20-40% less than the corresponding water pipe values.


References:


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