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Home My WebLink AboutApplication Files_85048_pg0260 cg t k — '94 culvert calculator tmp#72 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 . . . . . . . eO . a . . . . veesv . . � . 2.6000 cfs Manning's n . . . , 0.0120 Roadway Elevation . . . . . . . . . . . . . . . 86.0000 ft inlet Elevation . . . . . . . . . . . . . . . . . 83.2500 ft outlet Elevation. . . . . . . � . . . � � . � � � 83.1100 ft Diameter 1.2500 ft Length . . . . . . . . . . . . . . . . . . . . . . . . 27.0000 ft Entrance LOSS . . . . . . . . . . . . . . . . . . . 0.5000 Tailwater . . . . . . . . . . . . . . . . . . . . . . . 1.0500 ft computed Results: Headwater . . . . . . . . . . . . . . . . . . . . . . . 84.1933 ft Inlet control slope 0.0052 ft/ft velocity 4.1451 fps i 1 1 1 ' Page 1