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HomeMy WebLinkAboutApplication Files_85048_pg0280 -7 - CIS 3 97 C-�3 culvert calculator tmp#46 All calculator output should be verified prior to design use Entered Data: ' shape . . . . . . . . . circular Number of Barrarr els 1 solvingfor ... . . . . . . . . . . . . . . . . . . . Headwater chart Number . . . . . . . . . . . . . . . . . . . . 1 scaleNumber . . . . . . . . . . . . . . . . . . . . 1 chart Description . . . . . . . . . . . . . . . CONCRETE PIPE CULVERT; NO BEVELED RING ENTRANCE scale Description . . . . . . . . . . . . . . . SQUARE EDGE ENTRANCE WITH HEADWALL Overtopping. . . . . . . . . . . . . . . . . . . . . . Off Flowrate 0.7000 cfs manning's n 0:0120 Roadway Elevation . . . . . . . . . . . . . . . 85.0000 ft Inlet Elevation .. � . . � . . . . . . . � . � 81.2300 ft outlet Elevation 81.2300 ft Diameter 1.0000 ft Length . . . . . . . . . . . . . . . . . . . . . . . . 227.0000 ft Entrance Loss . . . . . . . . . . . . . . . . . . . 0.5000 Tailwater . . . . . . . . . . . . . . . . . . . . . . . 1.4500 ft computed Results: Headwater. . . . . . � . � . � . � . � . . � . . � . . . 0. 8522 ft Inlet Control slope 0.0050 ft/ft velocity 2.9106 fps Page 1