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Home My WebLink AboutApplication Files_85048_pg0285 t0900 to -VMkA 0- culvert calculator tmp#26 All calculator output should be verified prior to design use Entered Data: shape . . . . . . . . . . . . . . . . . . . . . . . . . circular Number of Barrels . . . . . . . . . . � . . . . 1 solving for Headwater chart Number . . . . . . . . . . . . . . . . . . . . 1 scale Number . . . . . . . . . . . . . . . . . 1 Chart Description . . . . . . . . . . . . . . . CONCRETE PIPE CULVERT; NO BEVELED RING ENTRANCE scale Description SQUARE EDGE ENTRANCE WITH HEADWALL overtopping . . . . . . . . . . . . . . . . . . . . . off Flowrate . . . . . . . . . . . . . . . . . . . . . . . . 5.9000 cfs Manning°s n 0.0120 Roadway Elevation . . . . . . . . . . . . . . . 93.6000 ft inlet Elevation . . . . . . . . . . . . . . . . . 87.8800 ft outlet Elevation. . . . . . . . . . . . . : : : 87.6000 ft Diameter 1.2500 ft Length . . . . . . . . . . . . . . . . . . . . . . . . . . 56.0000 ft Entrance Loss . . . . . . . . . . . . . . . . . . . 0.5000 Tailwater . . . . . . . . . . . . . . . . . . . . . . . 2.8000 ft computed Results: Headwater . . . . 91.3349 ft outlet control slope . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.0050 ft/ft velocity 4.8078 fps j 1 t 1 Page 1 i