countersunk culverts
countersunk culverts
(OP)
I am designing a subdivision road that crosses a drainage swale. In order for the roadway centerline to be at a reasonable elevation I will have to countersink my arch culverts. My question is...will the capacity in the culverts be same if I countersink them? The roadway is near the adjacent property so, I am trying not to minimize my headwater elevation. I am using the HY8 program.
Thanks for your time.......
Thanks for your time.......





RE: countersunk culverts
RE: countersunk culverts
RE: countersunk culverts
RE: countersunk culverts
RE: countersunk culverts
RE: countersunk culverts
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"...students of traffic are beginning to realize the false economy of mechanically controlled traffic, and hand work by trained officers will again prevail."
Wm. Phelps Eno, ca. 1928
RE: countersunk culverts
RE: countersunk culverts
RE: countersunk culverts
RE: countersunk culverts
Richard A. Cornelius, P.E.
WWW.amlinereast.com
RE: countersunk culverts
RE: countersunk culverts