pipe flow chart
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PIPE FLOW CHARTTRANSCRIPT
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Department of Transport and Main Roads Appendix 5ARoad Drainage Manual Pipe Flow Charts
March 2010 i
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Appendix 5A Pipe Flow Charts
Charts in this appendix have been reproduced with permission from Rocla.
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Department of Transport and Main Roads Appendix 5A Road Drainage Manual Pipe Flow Charts
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Appendix 5A Amendments Mar 2010 Revision Register
Issue/ Rev No.
Reference Section
Description of Revision Authorised by
Date
1 - Initial Release of 2nd Ed of manual. Steering Committee Mar 2010
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Department of Transport and Main Roads Appendix 5A Road Drainage Manual Pipe Flow Charts
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Figure 5A.1. Discharge and Velocity Graph
(Mannings n = 0.010)
DISCHARGE IN LITRES PER SECOND
DISCHARGE IN CUBIC METRES PER SECOND
aumanaLine
aumanaLine
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Department of Transport and Main Roads Appendix 5A Road Drainage Manual Pipe Flow Charts
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Department of Transport and Main Roads Appendix 5A Road Drainage Manual Pipe Flow Charts
March 2010 5A-3
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Figure 5A.2 Discharge and Velocity Graph
Mannings n = 0.012
DISCHARGE IN LITRES PER SECOND
DISCHARGE IN CUBIC METRES PER SECOND
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Department of Transport and Main Roads Appendix 5A Road Drainage Manual Pipe Flow Charts
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Department of Transport and Main Roads Appendix 5A Road Drainage Manual Pipe Flow Charts
March 2010 5A-5
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DISCHARGE IN CUBIC METRES PER SECOND
DISCHARGE IN CUBIC METRES PER SECOND
Figure 5A.3 Discharge and Velocity Graph
Mannings n = 0.013
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Department of Transport and Main Roads Appendix 5A Road Drainage Manual Pipe Flow Charts
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Department of Transport and Main Roads Appendix 5A Road Drainage Manual Pipe Flow Charts
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DISCHARGE IN LITRES PER SECOND DISCHARGE IN LITRES PER SECOND
DISCHARGE IN LITRES PER SECOND
Figure 5A.4 Discharge and Velocity Graph
Colebrook-White formula k = 0.06mm
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Department of Transport and Main Roads Appendix 5A Road Drainage Manual Pipe Flow Charts
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Department of Transport and Main Roads Appendix 5A Road Drainage Manual Pipe Flow Charts
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DISCHARGE IN LITRES PER SECOND
DISCHARGE IN LITRES PER SECOND
Figure 5A.5 Discharge and Velocity Graph
Colebrook-White formula k = 0.60mm
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Appendix 5A Pipe Flow Charts