These tables are for engineers, contractors, consultants and asset managers who are reasonably familiar with gravity hydraulic design. They show the flow rate and flow velocity for a pipe for a given gradient. Both The NZ Building Code and NZTA use 0.011 for PE and 0.013 for concrete pipes which translates to a difference in hydraulic capacity of 15-20%. Using PE saves a lot of money!
Infrapipe Mannings Graphs for DN100-3200
This document is supported by the Design Manuals and other Datasheets available from INFRAPIPE, please see the Infrapipe website for more details.
Visit the Downloads section for a complete list of all available documents.
The tables show 3 different Mannings numbers:
- 0.009– the recommended figure in NZS4404:2010 Land development and subdivision infrastructure.
- 0.011– which makes a moderate allowance for sediment, debris or the entrainment of air.
- 0.013– which is suitable for an application with heavy sedimentation and debris.
For each Mannings number the tables are split by gradient:
- One for extreme gradients from 1:5 to1:100 (0.02 to 0.1), the other for 1:100 to 1:1000 (0.01 to 0.001).
For each gradient group there are then two tables:
- Firstly DN100:DN1000, thenDN1000-DN3200
(with INFRAPIPE, the DN is exactly the OD above 300)
Starting with a flow rate and gradient, trace up the gradient line to intercept the flow rate and select the pipe size (solid line) above it.
To obtain the flow velocity, then follow the gradient up to the dashed line for that pipe size and read the flow velocity.
These tables are guides only and final calculation should still be performed for design.
Any questions please email [email protected] and don’t forget we are still making KRAH™ pipes to DN3200, tanks to any cubic metreage even 200M³ and up, solid wall from DN525 to 2m+ and new SN4/SN8 & SN16 corrugated culvert 100-1000mm.
INFRAPIPE™ is fully committed to maintaining the highest standards of certification.
