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Daniel Dhiacou

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  1. Hi fellow modellers, Seeing as this was posted in 2011, is there any chance that any recommendations have since been prepared? Is Danny's suggestion of a 1.56 FLC for layer 2 appropriate? Obviously people are coming up with FLCs for their models, I am wondering if they have a standard way of doing this, or are just guessing at numbers to use? I'm trying to come up with a standard method to model 2d_lfcsh FLCs, so any advice would be much appreciated! Cheers, Daniel
  2. Hi Joel, I understand that right now the blockage matrix only works with 1d_nwk culverts. I've recently requested that this functionality be extended to 1d_nwk pits and the 2d_lfcsh - hopefully this can be added soon. Cheers, Daniel
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