The URL can be used to link to this page

Home My WebLink AboutApplication Files_85048_pg0271 c - C$ z culvert calculator tmp#55 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 6.4000 cfs manning's n 0.0120 Roadway Elevation . . . . . . . . . . . . . . . 85.4000 ft Inlet Elevation . . . . . . . . . . . . . . . . . 82.3800 ft outlet Elevation . . . . . . . . . . . . . . . . 82.2800 ft Diameter . 1.5000 ft Length . . . . . . . . . . . . . . . . . . . . . . . . 20.0000 ft Entrance LOSS . . . . . . . . . . . . . . . . . . . 0.5000 ' Tailwater . . . . . . . . . . . . . . . . . . . . . . . 1.3000 ft Computed Results: Headwater . . . . . . . . . . . . . . . . . . . . . . . 83.9103 ft Inlet Control 1 slope . . . . . . 0.0050 ft/ft . . . . . . . . . . . . . . Velocity . . . . . . . 5.0564 fps i 1 1 1 t Page 1