The tide is very high today and more breakwater damage will possibly occur. I don't think the shoreguard solution was ever intended for water that is 8 feet deep. I would take it down only to a depth of maybe six feet and then reuse the removed material to construct an L on the south end to prevent silting and eliminate the problem caused by the extra depth. But then what do I know? My time in the Army Corps of Engineers doesn't count for anything. I attended the Army Corps of Engineers school at Fort Belvoir, Virgina so long ago whatever I learned was long ago forgotten.
Wednesday, September 24, 2008
The tide is very high today and more breakwater damage will possibly occur. I don't think the shoreguard solution was ever intended for water that is 8 feet deep. I would take it down only to a depth of maybe six feet and then reuse the removed material to construct an L on the south end to prevent silting and eliminate the problem caused by the extra depth. But then what do I know? My time in the Army Corps of Engineers doesn't count for anything. I attended the Army Corps of Engineers school at Fort Belvoir, Virgina so long ago whatever I learned was long ago forgotten.
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