1D Pits: Difference between revisions
Content deleted Content added
Chris Huxley (talk | contribs) |
Chris Huxley (talk | contribs) |
||
Line 65:
=== City of West Torrens ===
[http://www.unisa.edu.au/IT-Engineering-and-the-Environment/Natural-and-Built-Environments/Our-research/AFMG/South-Australian-Road-Stormwater-Drainage-Inlets-Hydraulic-Study/City-of-West-Torrens/ City of West Torrens Pit Inlet Curves]
== How to Translate On-Grade Approach Flow / Pit Capture Flow Curves to Depth / Discharge Curves for use in TUFLOW ==
Manning's equation calculations can be used to convert on-grade approach flow information to a water depth at the pit. After manually calculating the depth to flow relationship the user simply needs to associate these water depth values with the pit capture flow information typically included in on grade pit inlet curve datasets.
=TUFLOW Model Inputs=
| |||