Problem: In HEC-RAS, model this system as 1 reach with cross-sections every 2 ft. For all 3 discharges (labeled as: design, low, flood),
(a) Determine the water depths 10 ft from the upstream and downstream boundaries.
(b) Determine the location of the hydraulic jumps (in ft from the slope break).
(c) Output the water surface profile plots with all 3 discharges, including the water surface, energy grade line, and critical depth line.