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carlos

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  1. Hi there, Im trying to model a resttricted weir on top of a submerged bridge. The submerged bridge is being modelled as a 2dfcsh to account for deck blockage and superstruicture losses, however on top of the deck i want to model a 1d weir with a varying width restriction. I have the crss section, so wondering if this is possible or which will be the best approach. Any hint wlecome
  2. Hi, not sure if any guidance/recommendations/findings regarding L2_FLC values has been posted yet by Bill? I have the same issue trying to accurately model deck and railings blockages in submerged bridges in TF. So just wondering if anyone has any guidance on the use of such values? Thanks
  3. Hi, not sure if any guidance/recommendations/findings regarding L2_FLC values has been posted yet by Bill? I have the same issue trying to accurately model deck and railings blockages in submerged bridges in TF. So just wondering if anyone has any guidance on the use of such values? Thanks
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