The URL can be used to link to this page

Home My WebLink AboutApplication Files_85048_pg0287 Lt culvert calculator tmp#24 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 . . . . . . . . . . . . . . . . . . . . . . . . 9.1000 cfs Manning's n 0.0120 Roadway Elevation . . . . . . . . . . . . . . . 92.1500 ft Inlet Elevation . . . . . . . . . . . . ... . . . 87.1700 ft outlet Elevation. . . . . . . . . . . . . . . . . 86.8000 ft Diameter 1.5000 ft Length . . . . . . . . . . . . . . . . . . . . . . . . . . 74.0000 ft Entrance Loss . . . . . . . . . . . . . . . . . . . 0.5000 Tailwater . . . . . . . . . . . . . . . . . . . . . . . 1.4000 ft computed Results: Headwater . . . . . . . . . . . . . . . . . . . . . . . 89.3522 ft outlet Control Slope . . . . . . . . . . . . . . . . . . . . . . . . . . 0.0050 ft/ft Velocity . . . . . . . . . . . . . . . . . . . . . . . . 5.3013 fps Page. 1