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Application Files_85048_pg0263
C,$ 21 LF Z.p culvert Calculator tmp#69 All calculator output should be verified prior to design use Entered Data: shappe . . . . . . . . . . . ° o . . . . . . . . . . . circular Number�of Barrels 1 solving for Headwater chartNumber . . . . . . . . . . . . . . . . . . . . 1 scale Number 1 Chart Description CONCRETE PIPE CULVERT; NO BEVELED RING ENTRANCE scale Description . . . . . . . . . . . . . . . SQUARE EDGE ENTRANCE WITH HEADWALL Overtopping. . . . . . . . . . . . . . . . . . . . . . Off Flowrate 0.9000 cfs Manning's n 0.0120 Roadway Elevation . . . . . . . . . . . . . . . 85.8000 ft Inlet Elevation . . . . . . . . . . . . . . . . . 83.3000 ft outlet Elevation. : : : : : : : : : : : : : : . 83.0100 ft Diameter 1.0000 ft Length . . . . . . . . . . . . . . . . . . . . . . . . . . 57.0000 ft Entrance Loss. . . . . . . . . . . . . . . . . . . . 0.5000 Tailwater 0.9700 ft Computed Results: Headwater . . . . . . . . . . . . . . . . . . . . . . . 83.8565 ft Inlet Control Slope . . . . . . . . . . . . . . . . . .. . . . . . . . . 0.0051 ft/ft Velocity 3.1408 fps ' Page 1