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Home My WebLink AboutApplication Files_85048_pg0268 C 6 2.3 - C 1Z 7& o I culvert Calculator tmp#64 All calculator output should be verified priorto 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 4.0000 cfs manning's n 0.0120 Roadway Elevation 86.2000 ft Inlet Elevation. : : : : : : : : : : 83.0900 ft outlet Elevation 83.090Q ft Diameter 1.2500 ft Length . . . . . . . . . . . . . . . . . . . . . . . . 56.0000 ft Entrance Loss . . . . . .. . . . . . . . . . . . . 0.5000 Tailwater . . . . .. . . . . . . . . . . . . . 1.5500 ft Computed Results: Headwater 85.0697 ft outlet Control slope . . . . . . . . . . . . . . . . . . . . . . . . . . 0.0050 ft/ft velocity� � 3.2595 fps I Page 1 i