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Application Files_85048_pg0275
tmp#51 culvert calculator iAll calculator output should be verified prior to design use Entered Data: � . shape . . . . . . . . . . . . . . . . . . . . . . . . circular Number of�Barrels 1 solvingfor . . . . . . . . . . . . . . . . . . . . . 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 7.6000 cfs manning's n 0.0120 Roadway Elevation . . . . . . . . . . . . . . . 85.4000 ft inlet Elevation . . . . . . . . . . . . . . . . . 81.7800 ft outlet Elevation. . . . . . . . . . . . . . . . . 81.6000 ft Diameter 2.0000 ft Length . . . . . . . . . . . . . . . . . . . . . . . . 36.0000 ft Entrance LOSS . . . . . . . . . . . . . . . . . . . 0.5000 ' Tailwater . . . . . . . . . . . . . . . . . . . . . . . 1.5000 ft computed Results: Headwater . . . . . . . . . . . . . . . . . . . . . . . 83.1954 ft Inlet Control Slope . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.0050 ft/ft velocity 5.3380 fps Page 1