Direct Rainfall (Rain on Grid) Modelling Guidance: Difference between revisions
Content deleted Content added
Chris Huxley (talk | contribs) |
Chris Huxley (talk | contribs) |
||
Line 47:
#* Raising the model topography creates an obstruction to flow. It prevents floodwater from passing through buildings (as is the case with the Manning's n approach)
#* The application of rainfall on top of the building can however produce some undesirable results that require further consideration. Those being, water falling from the building roof to the ground can require a reduced model timestep to maintain model stability. This can slow the simulation speed. Also, depending on the Map Cutoff Depth assumptionsn, water may be present in the results on the building rooftops. This may not be desired for mapping purposes. There are a variety of options available to resolve these issue:
:::* Retain the model design described above, though post process the results before reporting
:::* Exclude buildings from the rainfall polygon: This removes the rainfall from the model that would otherwise fall on the buildings. This approach will underestimate the amount of rainfall entering the model. If the collective building footprint area is negligible in comparison to the entire model, this approach may be acceptable.
:::* Exclude buildings from the rainfall polygon and suppliment the exclusion using font color="blue"><tt>Read GIS SA RF</tt></font> inflow boundaries. Digitise a 2d_sa_rf polygon for each building (with a buffer of one of more cell length) where the building footprint has been excluded from the direct rainfall region. The sa_rf input will convert the input rainfall hyetograph into flow volume, depositing the water to the lowest 2D cell withni the 2d_sa_rf regions (ie. on the ground surrounding the house). Refer to TUFLOW <u>[[TUFLOW_Example_Models#Boundary_Condition_Options | example model EG03_005.tcf]]</u> for a demonstration of this inflow boundary condition option.
| |||