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Home My WebLink AboutApplication Files_85048_pg0284 culvert .calculator tmp#27 All calculator output should be verified prior to design use Entered Data: shappe . . . . . . . . . . . . . . . . . . . . . . . . . . . circular Nu%erofBarrels . . . . . . . . . . . . . . . 1 solving for . . . chart Number . . . . . . . . . . . . . . . . leadwater . . 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 92.4700 ft Inlet Elevation . . . . . . 88.7200 ft outlet Elevation . . . . . . . . . . . . . . . . 87.8500 ft Diameter . . . . . . . . . . . . . . . . . . . . . . . . 1.0000 ft Length 106.0000 ft Entrance Loss . . . . . . . . . 0.5000 Tailwater . . . . . . . . . . 2.5500 ft computed Results: Headwater . . . . . . . . . . . . . . . . . . . . . . . 90.4880 ft outlet Control slope . . . . . . 0.0082 ft/ft Velocity . . . . . . . . . . . . . . . . . . . . . . . . 1.1459 fps 1 Page 1