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Application Files_85048_pg0278
' 1re,0-JT*A"t -%j culvert calculator tmp#48 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 . . 9.2000 cfs Manning's n . . . . . . . . 0.0120 Roadway Elevation . . . . . . . . . . . . . . . 85.0000 ft Inlet Elevation .... : : : . . . . . . v . 80.7800 ft outlet Elevation 80.7800 ft Diameter 2.0000 ft Length . . . . . . . . . . . . . . . . . . . . . 40.0000 ft Entrance LOSS . . . . . . . . . . . . . . . . . . . 0.5000 Tailwater . . . . . . . . . . . . . . . . . . . . . . . 1.7100 ft computed Results: Headwater . . . . . . . . . . . . 82.5782 ft Inlet control slope . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.0050 ft/ft Velocity 5.6015 fps Page 1