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Home My WebLink AboutApplication Files_85048_pg0267 C3 CgZ. 3 ! tmp#65 culvert calculator All calculator output should be verified prior to design use Entered Data: shappe . . . . . . . . . . . . . . . . . . . . . . . . . . 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 . . . . . . . . . . . . . . . . . . . . . . . 1.3000 cfs Manning`s n . . . 0.0120 Roadway Elevation . . . . 86.8000 ft Inlet Elevation 84.1800 ft ' outlet Elevation. . . . . . . . . . . . . . . . . 83.6200 ft Diameter 1.0000 ft Length . 112.0000 ft Entrance Loss . . . . . . . . . . . . . . . . . . . 0.5000 Tailwater 1.4500 ft computed Results: Headwater . . . . . . . . . . . . . . . . . . . . . . . 85.2603 ft outlet Control slope . . . . . . . . . . . . ' . . . . . . . . ` . . . . . 0.0050 ft/ft velocity 1.6552 fps i Page 1