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04/11/2015 13:12:33

Hi, I am trying to model the blockage of a bridge and am having some trouble getting the blockage unit to actually affect the flow. I am guessing this is due to how it is inserted. Below is a schematic of the model section in question:


R1 -- J1 -- Br -- J2 -- R2                                                                                                                                                                    \          /                                                                                                                                                                                  --Sp--

Where R = River Section, Br = Bridge (arch), J = Junction and Sp = spill.

Can anyone advise how to connect a blockage to simulate blockage of the bridge, i.e which section to use for the Upstream, Downstream, Remote Upstream, Remote Downstream and Constriction data fields.

Thanks, Ben


04/11/2015 13:20:19

I see the formatting has gone a bit awry on this, the spill is meant to be in parallel to the bridge, connecting at the junctions.

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