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Home My WebLink AboutApplication Files_85048_pg0283 1 C. l -r® 091'r,, culvert calculator tmp#28 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 . . . . . . . . . . . . . . . . . . . . . . . . 5.1000 cfs Manning's n 0.0120 Roadway Elevation . . . . . . . . . . . . . . . 89.6400 ft Inlet Elevation . . . . . . . . . . . . . . . . . 85.6400 ft outlet Elevation . . . . . . . . . . . . 85.5200 ft Diameter . . . . 1.2500 ft Length . . . . . . . . . . . . . 24.0000 ft Entrance Loss . . . . . . . . . . . . . . . . . . . 0.5000 Tailwater . . . . . . . . . . . . . . . . . . . . . . . 1.1000 ft computed Results: Headwater . . . . . . . . . . . . . . . . . . . . . . . 87.3476 ft outlet Control slope . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.0050 ft/ft velocity 4.4589 fps Page 1