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Application Files_85048_pg0254
culvert calculator tmp#78 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 2.8000 cfs manning's n 0.0120 Roadway Elevation . . . . . . . . . . . . . . . 87.8800 ft Inlet Elevation . . . . . . . . . . . . . . . . . 85.1300 ft Outlet Elevation. . . . . . . . . . : : : : : : 85.0300 ft Diameter 1.2500 ft Length . . . . . . . . . . . . . . . . . . . . . . . . 20.0000 ft Entrance Loss . . . . . . . . . . . . . . . . . . . 0.5000 ' Tailwater . . . . . . . . . . . . . . . . . . . . . . . 1.2200 ft computed Results: Headwater . . . 86.2921 ft outlet control Slope . . . . . . . . . . . . . . . . . . . . . . .. . . . 0.0050 ft/ft Velocity 2.2960 fps Page 1 I I