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Home My WebLink AboutApplication Files_85048_pg0297 ' C, 5E -ro (,`c .- 4 ' Culvert Calculator tmp#21 All calculator output should be verified prior to design use Entered Data: shape . . . . . . . . circular Number Of�Barrels 1 solving for . . . . . . . . . . . . . . . . . . . . . Headwater chartNumber . . . . . . . . . . . . . . . . . . . . 1 scale Number 1 Chart Description . . . . . . . . . . . . . . . CONCRETE PIPE CULVERT; NO BEVELED RING ENTRANCE Scale Description . . . . . . . . . . . . . . . SQUARE EDGE ENTRANCE WITH HEADWALL Overtopping . . . . . . . . . off Flowrate 1.1000 cfs manning's n . . . 0.0120 Roadway Elevation . . . . . . . . . . . . . . . 86.5000 ft Inlet Elevation . . . . . . . . . . . . . . . . . 83.9800 ft outlet Elevation . . . . . . . . . . . . . . . . 83.6500 ft ' Diameter 1.0000 ft Length . . . . . . . . . . . . . . 65.0000 ft Entrance Loss . . . . . . . . . . . . . . . . . 0.5000 Tailwater 0.9500 ft computed Results: Headwater 84.6064 ft Inlet Control Slope, . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.0051 ft/ft Velocity 3.3137 fps ' Page 1