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Home My WebLink AboutApplication Files_85048_pg0298 C5; - c B 5,3 culvert calculator tmp#19 All calculator output should be verified prior to design use Entered Data: Shape . . . . . . . . . . . . . . . . . . . . . . . . circular Number of�Barrels . . . . . . . . . . . . . . . 1 solving for . . . . . . . . . . . . . . . . . . . . . Headwater chart Number . . . . . . . . . . . . . . . . . . . . 1 scaleNumber . . . . . . . . . . . . . . . . . 1 Chart Description . . . . . . . . . . . . . . . CONCRETE PIPE CULVERT; NO BEVELED RING ENTRANCE Scale Description SQUARE EDGE ENTRANCE WITH HEADWALL overtopping . . . . . . . . . . . . . . . . . . off Flowrate 2.1000 cfs manning's n . . . 0.0120 Roadway Elevation . . . . . . . . . . . . . . . 86.2000 ft Inlet Elevation . . . . . . . . . . . . . . . . . 83.6500 ft outlet Elevation . . . . . . . . . . . . . . . . 83.0000 ft Diameter . 1.0000 ft Length . . . . . . . . . . . . . . . . . . . . . . . . 130.0000 ft Entrance Loss . . . . . . . . . . . . . . . . . . . 0.5000 Tailwater . . . . . . . . . . . . . . . . . . . . . . . 0.6700 ft computed Results: Headwater . . . . . . . . . . . . . . . . . . . . . . . 84.5995 ft Inlet Control Slope . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.0050 ft/ft Velocity 3.8348 fps Page 1