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Home My WebLink AboutApplication Files_85048_pg0306 - 110r"-eA-,VmevC� v-Azjc A z. -t® Ott- ?o,& t culvert calculator tmp#9 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 7.6000 cfs manning's n 0.0120 Roadway Elevation . . . . . . . . . . . . . . . 84.8400 ft Inlet Elevation . . . . . . . . . . . . . . . . . 80.5900 ft outlet Elevation. . . . . . . . . . . . . . . . . 80.4200 ft Diameter 2.0000 ft Length . . . . . . . . . 34.0000 ft Entrance Loss . . . . . . . . . . . . . . . . . . . 0.5000 Tailwater . . . . . . . . . . . . . . . . . . . . . . . 2.0700 ft computed Results: Headwater 82.6590 ft outlet control slope . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.0050 ft/ft Velocity 2.4192 fps I Page 1