15 design charts
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dESIGN CHArTS 469
UPONOR INFRASTRUCTUREdESIGN CHArTS
470 dESIGN CHArTS
Design Charts, Appendices 1.1–9
dESIGN CHArTS 471
1 2 4 6 8 10 20 40 60 80 100 200 400 600 1000 2000
1 2 4 6 8 10 20 40 60 80 100 200 400 600 1000 2000
20
30
40
50
60708090
100
2
3
4
5
6789
10
0,2
0,3
0,4
0,5
0,60,70,80,9
1
0,1
Flow rate [l/s]
Pipe
gra
dien
t [‰
]
200Pipe diameter [mm]
250
315
450
560
Velocity [m/s] 2,5
2,0
1,5
1,0
3,0
0,5
3,5
↓
y = d
↑
Appendix 1.1
design chart for full
ultra rib 2 pipes.
Chart based on the
Colebrook-White equation.
y = water level
d = inside diameter
roughness coefficient k = 0.00025 m
Filling ratio y/d = 1.0
Water temperature t = 10 °C
472 dESIGN CHArTS
1 2 4 6 8 10 20 40 60 80 100 200 400 600 1000 2000
1 2 4 6 8 10 20 40 60 80 100 200 400 600 1000 2000
20
30
40
50
60708090
100
2
3
4
5
6789
10
0,2
0,3
0,4
0,5
0,60,70,80,9
1
0,1
Flow rate [l/s]
Pipe
gra
dien
t [‰
]
200Pipe diameter [mm]
250
315
450Velocity [m/s]
2,5
2,0
1,5
1,0
3,0
0,5
3,5
Exam
ple
4
Appendix 1.2
design chart for 70 % full
ultra rib 2 pipes.
Chart based on the
Colebrook-White equation.
y = water level
d = inside diameter
roughness coefficient k = 0.00025 m
Filling ratio y/d = 0.7
Water temperature t = 10 °C
↓
y ↑
↓
d
↑
dESIGN CHArTS 473
1 2 4 6 8 10 20 40 60 80 100 200 400 600 1000 2000
1 2 4 6 8 10 20 40 60 80 100 200 400 600 1000 2000
20
30
40
50
60708090
100
2
3
4
5
6789
10
0,2
0,3
0,4
0,5
0,60,70,80,9
1
0,1
Flow rate [l/s]
Pipe
gra
dien
t [‰
]
200
Pipe diameter [mm]250
315
450
560Velocity [m/s]
2,5
2,0
1,5
1,0
3,0
0,5
3,5
Appendix 1.3
design chart for 50 % full
ultra rib 2 pipes.
Chart based on the
Colebrook-White equation.
y = water level
d = inside diameter
roughness coefficient k = 0.00025 m
Filling ratio y/d = 0.5
Water temperature t = 10 °C
↓
y ↑
↓
d
↑
474 dESIGN CHArTS
20
30
40
50
60708090
100
2
3
4
5
6789
10
1
Pipe
gra
dien
t [‰
]
1 2 4 6 8 10 20 40 60 80 100 200
1 2 4 6 8 10 20 40 60 80 100 200
Flow rate [l/s]
0,80,9
Stormwater
Wastewater
Appendix 2.1
Self-cleaning
capacity chart for
ø 200 pipe
ultra rib -2P
ipe
gra
die
nt
[‰]
Flow rate [l/s]
Stormwater
Wastewater
20
30
40
50
60708090
100
2
3
4
5
6789
10
1
1 2 4 6 8 10 20 40 60 80 100 200
1 2 4 6 8 10 20 40 60 80 100 200
0,80,9
Appendix 2.2
Self-cleaning
capacity chart for
ø 250 pipe
ultra rib -2
dESIGN CHArTS 475
Pipe
gra
dien
t [‰
]
Flow rate [l/s]
20
30
40
50
60708090
100
2
3
4
5
6789
10
1
1 2 4 6 8 10 20 40 60 80 100 200
1 2 4 6 8 10 20 40 60 80 100 200
0,80,9
Stormwater
Wastewater
Appendix 2.3
Self-cleaning
capacity chart for
ø 315 pipe
ultra rib -2Pi
pe g
radi
ent
[‰]
Flow rate [l/s]
20
30
40
50
60708090
100
2
3
4
5
6789
10
1
1 2 4 6 8 10 20 40 60 80 100 200
1 2 4 6 8 10 20 40 60 80 100 200
0,80,9
Stormwater
Wastewater
Appendix 2.4
Self-cleaning
capacity chart for
ø 450 pipe
ultra rib -2
476 dESIGN CHArTS
Pipe
gra
dien
t [‰
]
Flow rate [l/s]
20
30
40
50
60708090
100
2
3
4
5
6789
10
1
1 2 4 6 8 10 20 40 60 80 100 200
1 2 4 6 8 10 20 40 60 80 100 200
0,80,9
Stormwater
Wastewater
Exam
ple
4
Exam
ple
4
Appendix 2.5
Self-cleaning
capacity chart for
ø 560 pipe
ultra rib -2
dESIGN CHArTS 477
Flow rate [l/s]
Pipe
gra
dien
t [‰
]
10090807060
50
40
30
20
109876
5
4
3
2
10,90,80,70,6
0,5
0,4
0,3
0,2
0,1
1 2 4 6 8 10 20 40 60 80 100 200 400 600 1000 2000
1 2 4 6 8 10 20 40 60 80 100 200 400 600 1000 2000
Pipe diameter [mm]
Velocity [m/s]
200
250
315
400
0.5
1.0
1.5
2.0
3.0
2.5
3.5
Exam
ple
3
160
↓
y = d
↑
Appendix 3.1
design chart for full
dupplex pipes.
Chart based on the
Colebrook-White equation.
y = water level
d = inside diameter
roughness coefficient k = 0.00025 m
Filling ratio y/d = 1.0
Water temperature t = 10 °C
478 dESIGN CHArTS
Flow rate [l/s]
Pipe
gra
dien
t [‰
]
10090807060
50
40
30
20
109876
5
4
3
2
10,90,80,70,6
0,5
0,4
0,3
0,2
0,1
1 2 4 6 8 10 20 40 60 80 100 200 400 600 1000 2000
1 2 4 6 8 10 20 40 60 80 100 200 400 600 1000 2000
Pipe diameter [mm]
Velocity [m/s]
200
250
315
400
0.5
1.0
1.5
2.0
3.0
2.5
3.5 160
Appendix 3.2
design chart for 70 % full dupplex pipes.
Chart based on the
Colebrook-White equation.
y = water level
d = inside diameter
roughness coefficient k = 0.00025 m
Filling ratio y/d = 0.7
Water temperature t = 10 °C
↓
y ↑
↓
d
↑
dESIGN CHArTS 479
Flow rate [l/s]
Pipe
gra
dien
t [‰
]
10090807060
50
40
30
20
109876
5
4
3
2
10,90,80,70,6
0,5
0,4
0,3
0,2
0,1
1 2 4 6 8 10 20 40 60 80 100 200 400 600 1000 2000
1 2 4 6 8 10 20 40 60 80 100 200 400 600 1000 2000
Pipe diameter [mm]
Velocity [m/s]
200
250
315
400
0.5
1.0
1.5
2.0
3.0
2.5
3.5 160
Appendix 3.3
design chart for 50 % full dupplex pipes.
Chart based on the
Colebrook-White equation.
y = water level
d = inside diameter
roughness coefficient k = 0.00025 m
Filling ratio y/d = 0.5
Water temperature t = 10 °C
↓
y ↑
↓
d
↑
480 dESIGN CHArTS
20
30
40
50
60708090
100
2
3
4
5
6789
10
1
Pipe
gra
dien
t [‰
]
1 2 4 6 8 10 20 40 60 80 100 200
1 2 4 6 8 10 20 40 60 80 100 200
Flow rate [l/s]
0,80,9
Stormwater
Wastewater
Appendix 4.1
Self-cleaning
capacity chart for
ø 160 dupplex
20
30
40
50
60708090
100
2
3
4
5
6789
10
1
Pipe
gra
dien
t [‰
]
1 2 4 6 8 10 20 40 60 80 100 200
1 2 4 6 8 10 20 40 60 80 100 200
Flow rate [l/s]
0,80,9
Wastewater
Stormwater
Appendix 4.2
Self-cleaning
capacity chart for
ø 200 dupplex
dESIGN CHArTS 481
20
30
40
50
60708090
100
2
3
4
5
6789
10
1
Pipe
gra
dien
t [‰
]
1 2 4 6 8 10 20 40 60 80 100 200
1 2 4 6 8 10 20 40 60 80 100 200
Flow rate [l/s]
0,80,9
Wastewater
Stormwater
Appendix 4.3
Self-cleaning
capacity chart for
ø 250 dupplex
20
30
40
50
60708090
100
2
3
4
5
6789
10
1
Pipe
gra
dien
t [‰
]
1 2 4 6 8 10 20 40 60 80 100 200
1 2 4 6 8 10 20 40 60 80 100 200
Flow rate [l/s]
0,80,9
Wastewater
Stormwater
Exam
ple
3
Appendix 4.4
Self-cleaning
capacity chart for
ø 315 dupplex
482 dESIGN CHArTS
20
30
40
50
60708090
100
2
3
4
5
6789
10
1
Pipe
gra
dien
t [‰
]
1 2 4 6 8 10 20 40 60 80 100 200
1 2 4 6 8 10 20 40 60 80 100 200
Flow rate [l/s]
0,80,9
Wastewater
Stormwater
Appendix 4.5
Self-cleaning
capacity chart for
ø 400 dupplex
dESIGN CHArTS 483
200
300
400
500
600700800900
1000
20
30
40
50
60708090
100
2
3
4
5
6789
10
1
1 2 3 4 5 6 7 8 9 10 20 40 60 80 100 200 400 600 800 1000 2000
Flow rate [l/s]
Pipe
gra
dien
t [‰
]
110
Pipe diameter [mm]160
200
250
315
400
500
Velocity [m/s]
4,0
3,5
2,5
2,0
1,5
1,0
0,8
0,6
3,0
↓
y = d
↑
Appendix 5.1
design chart for full PVC pipes
with SN 8 ring stiffness.
Chart based on the
Colebrook-White equation.
y = water level
d = inside diameter
roughness coefficient k = 0.00025 m
Filling ratio y/d = 1.0
484 dESIGN CHArTS
200
300
400
500
600700800900
1000
20
30
40
50
60708090
100
2
3
4
5
6789
10
1
1 2 3 4 5 6 7 8 9 10 20 40 60 80 100 200 400 600 800 1000 2000
Flow rate [l/s]
Pipe
gra
dien
t [‰
]
110
Pipe diameter [mm]160
200
250
315
400
500
Velocity [m/s]
4,0
3,0
2,5
2,0
1,5
1,0
0,8
0,6
3,5
Appendix 5.2
design chart for 70 % full PVC pipes
with SN 8 ring stiffness.
Chart based on the
Colebrook-White equation.
y = water level
d = inside diameter
roughness coefficient k = 0.00025 m
Filling ratio y/d = 0.7
↓
y ↑
↓
d
↑
dESIGN CHArTS 485
200
300
400
500
600700800900
1000
20
30
40
50
60708090
100
2
3
4
5
6789
10
1
1 2 3 4 5 6 7 8 9 10 20 40 60 80 100 200 400 600 800 1000 2000
Flow rate [l/s]
Pipe
gra
dien
t [‰
]
110
[mm]
160
200
250
315
400
500
Velocity [m/s]
4,0
3,5
2,5
2,0
1,5
1,0
0,8
0,6
3,0
Appendix 5.3
design chart for 50 % full PVC pipes
with SN 8 ring stiffness.
Chart based on the
Colebrook-White equation.
y = water level
d = inside diameter
roughness coefficient k = 0.00025 m
Filling ratio y/d = 0.5
↓
y ↑
↓
d
↑
486 dESIGN CHArTS
20
30
40
50
60708090
100
2
3
4
5
6789
10
1
Pipe
gra
dien
t [‰
]
1 2 4 6 8 10 20 40 60 80 100 200
1 2 4 6 8 10 20 40 60 80 100 200
Flow rate [l/s]
0,80,9
Wastewater
Stormwater
Appendix 6.1
Sewer System
PVC SN 8.
Self-cleaning
capacity chart for
ø 160 pipe
20
30
40
50
60708090
100
2
3
4
5
6789
10
1
Pipe
gra
dien
t [‰
]
1 2 4 6 8 10 20 40 60 80 100 200
1 2 4 6 8 10 20 40 60 80 100 200
Flow rate [l/s]
0,80,9
Wastewater
Stormwater
Appendix 6.2
Sewer System
PVC SN 8
Self-cleaning
capacity chart for
ø 200 pipe
dESIGN CHArTS 487
20
30
40
50
60708090
100
2
3
4
5
6789
10
1
Pipe
gra
dien
t [‰
]
1 2 4 6 8 10 20 40 60 80 100 200
1 2 4 6 8 10 20 40 60 80 100 200
Flow rate [l/s]
0,80,9
Wastewater
Stormwater
Appendix 6.3
Sewer System
PVC SN 8.
Self-cleaning
capacity chart for
ø 250 pipe
20
30
40
50
60708090
100
2
3
4
5
6789
10
1
Pipe
gra
dien
t [‰
]
1 2 4 6 8 10 20 40 60 80 100 200
1 2 4 6 8 10 20 40 60 80 100 200
Flow rate [l/s]
0,80,9
Wastewater
Stormwater
Appendix 6.4
Sewer System
PVC SN 8.
Self-cleaning
capacity chart for
ø 315 pipe
488 dESIGN CHArTS
0 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1,0 1,1 1,2 1,3
1: Relative flow rate Q/Qf
2: Relative flow velocity v/vf
3: Relative hydraulic radius R/Rf
Rel
ativ
e w
ater
leve
l y/d
0,1
0,2
0,3
0,4
0,5
0,6
0,7
0,8
0,9
1,0
0
1
23
Appendix 7
design chart
for uponor PVC
underground
drainage pipes;
full to part-full
conversion
dESIGN CHArTS 489
10090807060
50
40
30
20
109876
5
4
3
2
10,90,80,70,6
0,5
0,4
0,3
0,2
0,1
10 20 40 60 80 100 200 400 600 800 1000 2000 4000 6000 10000 20000
Flow rate [l/s]
Pipe
gra
dien
t [‰
]
Pipe diameter [mm]
Velocity [m/s]
6005,0
3,0
4,0
2,5
2,0
1,5
1,0
0,8
0,6
0,5
700800
9001000
12001400
1600
2000
2500
↓
y = d
↑
Appendix 8.1
design chart for full uponor
Sewer System SW pipes
Chart based on the
Colebrook-White equation.
y = water level
d = inside diameter
roughness coefficient k = 0.00025 m
Filling ratio y/d = 1.0
Water temperature t = 10 °C
490 dESIGN CHArTS
Flow rate [l/s]
Pipe
gra
dien
t [‰
]
Pipe diameter [mm]
Velocity [m/s]
6005,0
4,0
3,0
2,5
2,0
1,5
1,0
0,8
0,6
0,5
700800
9001000
12001400
1600
2000
2500
10090807060
50
40
30
20
109876
5
4
3
2
10,90,80,70,6
0,5
0,4
0,3
0,2
0,1
10 20 40 60 80 100 200 400 600 800 1000 2000 4000 6000 10000 20000
Appendix 8.2
design chart for 50 % full
uponor Sewer System SW pipes.
Chart based on the
Colebrook-White equation.
y = water level
d = inside diameter
roughness coefficient k = 0.00025 m
Filling ratio y/d = 0.7
Water temperature t = 10 °C
↓
y ↑
↓
d
↑
dESIGN CHArTS 491
Flow rate [l/s]
Pipe
gra
dien
t [‰
]
10090807060
50
40
30
20
109876
5
4
3
2
10,90,80,70,6
0,5
0,4
0,3
0,2
0,1
10 20 40 60 80 100 200 400 600 800 1000 2000 4000 6000 10000 20000
Pipe diameter [mm]
Velocity [m/s]
6005,0
4,0
3,0
2,5
2,0
1,5
1,0
0,8
0,6
0,5
700800
9001000
12001400
1600
2000
2500
Appendix 8.3
design chart for 50 % full
uponor Sewer System SW pipes.
Chart based on the
Colebrook-White equation.
y = water level
d = inside diameter
roughness coefficient k = 0.00025 m
Filling ratio y/d = 0.5
Water temperature t = 10 °C
↓
y ↑
↓
d
↑
492 dESIGN CHArTS
10090807060
50
40
30
20
109876
5
4
3
2
10,90,80,70,6
0,5
0,4
0,3
0,2
0,1
1 2 4 6 8 10 20 40 60 80 100 200 400 600 1000 2000
1 2 4 6 8 10 20 40 60 80 100 200 400 600 1000 2000
Velocity [m/s]
Flow rate [l/s]
Pipe
gra
dien
t [‰
]
110/95
Pipe diameter [mm]
160/138
200/172
560/500
450/400
315/272
250/215
1,5
1,0
2,0
0,6
0,8
0,5
0,4
2,5
0,3
3,0
670/600
↓
y = d
↑
Appendix 9
design chart for full uponor
Stormwater System dW pipes.
Chart based on the
Colebrook-White equation.
y = water level
d = inside diameter
roughness coefficient k = 0.00025 m
Filling ratio y/d = 1.0
Water temperature t = 10 °C
dESIGN CHArTS 493
NOTES
494 dESIGN CHArTS
dESIGN CHArTS 495
496 dESIGN CHArTS
dESIGN CHArTS 497
498 dESIGN CHArTS
dESIGN CHArTS 499
500 dESIGN CHArTS
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