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Home My WebLink AboutApplication Files_85048_pg0301 1 C -t-0 CE59 culvert calculator tmp#15 All calculator output should be verified prior to design use Entered Data: shape . . . . . . . . . . . . . . . . . . . . . . . . circular Number of'Barrels . . . . . . . . . . . . . . . 1 t 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 2.3000 cfs manning's n 0.0120 Roadway Elevation . . . . . . . . . . . . . . . 85.7000 ft Inlet Elevation . . . . . . . . . . . . . . . . . 83.1700 ft outlet Elevation. . . . . . . . . . . . . . . . . 1. 0000 ft Diameter 1.0000 ft Length 65.0000 ft Entrance Loss . . . . . . . . . . . . . . . . . . . 0.5000 Tailwater . . . . . . . . . . . . . . . . . . . . . . . 0.9700 ft computed Results: Headwater . . . . . . . . . . . . . . . . . . . . . 84.1830 ft Inlet Control slope . . . . . . . . . . . . . . . . . . . . . . . . . . 0.0051 ft/ft velocity . . . . . . . . . . . . . . . . . . . . . . . . 3.9299 fps i 1 t 1 1 Page 1