Feb 2, 2013 #1 mitlav Civil/Environmental Joined Feb 2, 2013 Messages 1 Location US I am running an encroachmant analysis and there are two bridges with pressure/weir flow. I cannot get rid of negative surcharge within the bridge and I am getting 0.00 velocity within the bridge? This is driving me crazy!
I am running an encroachmant analysis and there are two bridges with pressure/weir flow. I cannot get rid of negative surcharge within the bridge and I am getting 0.00 velocity within the bridge? This is driving me crazy!