Modeling Countersunk Culverts - Kleinschmidt

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November 27, 2013 at 10:56 pm #5419

huesmann
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How would you model a culvert that is countersunk a foot below stream bed elevation? Is that where the “Depth Blocked” entry on the Culvert Data Editor comes in? Or is it still considered hydraulically identical to if it wasn’t countersunk?

December 24, 2013 at 9:42 pm #8668

Chris G.
Keymaster

Yes. Use the Depth Blocked entry. You can also have a different n value for the bed sediment in the culvert.
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