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