Thanks CVG. This isn't a new design, but an evaluation of an existing structure for freeboard adequecy. It has turned out to be quite a envolved and intresting problem.
Thanks for the reply. Unfortunatly I have already looked through all the USACE Resources I know of. If you check the corp publications pages you will see that the Shore Protection Manual(SPM) and the ETL I mentioned in my original post are not available. I know that the new CEM has replaced the...
I am working on a reservoir freeboard analysis. I am having difficulty finding information on the interation between waves and vertical structures. I have come across a lot of info on runup for slopes, but none on vertical walls. My inclination is to say that there wouldn't be any runup, but I...
