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H
TECHNICAL INFORMATION
P,ipc"f ti6]n.l:fioffiC,Fffi
For a straight length of pipe, the Hazen William friction factor "C" is 150 Manning number is 0.009
For the average calculation of Q, V and AH the following flow monogram applies for Polyethylene (PE) and
Polypropylene (PP) based on water at 10 'C

lnside diameter of pipe

Water quantity

D

o
(l s')

(mm)

Flow Velocity
V

Pressure loss

s')

(mws.1oomr)

(m

AH

0,03

35
0,10

0,04

0,10

0,15

-

0,05

0,2
0,3

0,4
60

0,5

0,15

0,20 -

0,10
0,15

1,0

70

0,30

-

1,5

80

2,0

0,40

90

3,0

0,50

100

4,0
5,0

0,20
0,30
0,40
0,50

10

1-

15

20
30
40
50

1

{
2-

1,5

1,5

2
100
150

200
300
400
500

345-

10-

3

4
5

10

15

20

20-

At average flow velocity the following values must be added per elbow 90' tees and reducer up to
of pipe, per elbow R = 1.5 D, approx.S m of pipe, per elbow R = D, approx. 10 m of pipe

rrif;

lrur-rorfitJ fi.6.1#r{

0r;'o

',rHAl'AsiA P.a. eiee co,, uro' 6rnaluuo;

30

20

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Pipe friction nomogram (loss)

  • 1. H TECHNICAL INFORMATION P,ipc"f ti6]n.l:fioffiC,Fffi For a straight length of pipe, the Hazen William friction factor "C" is 150 Manning number is 0.009 For the average calculation of Q, V and AH the following flow monogram applies for Polyethylene (PE) and Polypropylene (PP) based on water at 10 'C lnside diameter of pipe Water quantity D o (l s') (mm) Flow Velocity V Pressure loss s') (mws.1oomr) (m AH 0,03 35 0,10 0,04 0,10 0,15 - 0,05 0,2 0,3 0,4 60 0,5 0,15 0,20 - 0,10 0,15 1,0 70 0,30 - 1,5 80 2,0 0,40 90 3,0 0,50 100 4,0 5,0 0,20 0,30 0,40 0,50 10 1- 15 20 30 40 50 1 { 2- 1,5 1,5 2 100 150 200 300 400 500 345- 10- 3 4 5 10 15 20 20- At average flow velocity the following values must be added per elbow 90' tees and reducer up to of pipe, per elbow R = 1.5 D, approx.S m of pipe, per elbow R = D, approx. 10 m of pipe rrif; lrur-rorfitJ fi.6.1#r{ 0r;'o ',rHAl'AsiA P.a. eiee co,, uro' 6rnaluuo; 30 20