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Home My WebLink AboutApplication Files_85048_pg0304 Cis GO -t-0 czsq S culvert calculator tmp#12 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 . . . . . . . . . . . . . . . . . . . . . . . . 2.5000 cfs manning's n 0.0120 Roadway Elevation 84.8000 ft Inlet Elevation . . . . . . . . . . . . . . . . . 82.2700 ft outlet rElevation. . . . . . . . . . . . . . . . . . 1.00000 ft Diameter 1.0000 ft Length 65.0000 ft Entrance Loss . . . . . . . . . . . . . . . . . . . 0.5000 Tailwater . . . . . . . . . . . . . . . . . . . . . . . 0.8300 ft computed Results: Headwater . . . . . . . . . . . . . . . . . . . . . . . 83.3470 ft Inlet Control Slope . . . . . . . . . . . . . . . . . . . . . . . . . . 0.0051 ft/ft velocity . . . . . . . . . . . . . . . . . . . . . . . . 3.9778 fps Page 1 i