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Application Files_85048_pg0281
C *0 culvert calculator tmp#30 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 1.1000 cfs Manning's n 0.0120 Roadway Elevation . . . . . . . . . . . . . . . 88.9500 ft Inlet Elevation . . . . . . . . . . . . . . . . . 85.4500 ft outlet Elevation . . . . . . . . . � . . . . . . 84.5400 ft Diameter 1.0000 ft Length . . . . . . . . . . . . . . . . . . . . . . . . . . 98.0000 ft Entrance Loss . . . . . . . . . . . . . . . . . . . 0.5000 Tailwater . . . . . . . . . . . . . . . . . . . . . . . 0.7400 ft computed Results: Headwater . . . . . . . . . . . . . . . . . . . . . . . 86-0743 ft Inlet control slope 0.6093 ft/ft Velocity 4.1277 fps i 1 Page 1