I agree with the scour issue & do believe that this will have to be considered. I am just not sure about how to model the effects of the increased flow and the tidal action against the cofferdam. Any gathered data from past tidal action is really not similar enought to apply to the current...
Hello all.
The construction company I am working for is building a 380' longways by 160' wide cofferdam off the coast in a confluence funneling storm surge towards a city. Currently a surge barrier has been built to block future storm surge from the city. The part that we are doing is the...
