Answer Happy

Can you screenshot the tutorial step of using HEC-RAS in
creating model for this question please
Example Problem #1 (English Units) A culvert at a new roadway crossing must be designed to pass the 25-year flood. Hydrologic analysis indicates a peak flow rate of 200 ft³/s. Use the following site information: Elevation at Culvert Face: 100 ft Natural Stream Bed Slope: 1 percent = 0.01 ft/ft Tailwater for 25-Year Flood: 3.5 ft Approximate Culvert Length: 200 ft Shoulder Elevation: 110 ft Design a circular pipe culvert for this site. Consider the use of a corrugated metal pipe with standard 2-2/3 by 1/2 in corrugations and beveled edges and concrete pipe with a groove end. Base the design headwater on the shoulder elevation with a two ft freeboard (elevation 108.0 ft). Set the inlet invert at the natural streambed elevation (no FALL).