we have six bridges here in the Tagliamento river ( North Italy). Besides scour pier protection we are planning to flood control to increase the lamitation of the bridges by having a critical velocity between the piers. Flow to control is from 1000 to 2500 m3sec during flood.
we have six bridges here in the Tagliamento river ( North Italy). Besides scour pier protection we are planning to flood control to increase the lamitation of the bridges by having a critical velocity between the piers. Flow to control is from 1000 to 2500 m3sec during flood.
This is happening to Minisa Bride in Wichita Kansas.
Actual model...Eqs...Vs real life measurements?...left wondering a lot. Thanks though.