A 4-hr rainfall hyetograph in in/hr that occurred on January 5, 2022, is shown in figure 2 below.

Assume the rain fell uniformly on the watershed. Use the information given to determine the

predicted outflow at the watershed outlet using HEC-HMS. Assume no base flow. Use SCS method

for unit hydrograph (transform component) for the sub-basins A, B, and C. Use Snyder's method for

unit hydrograph (transform component) for Sub-basin D. Use SCS method for Loss component for all

Sub-basins. Submit Homework as MS word with screenshots of: 1) HEC-HMS window that shows

the entire window including Basin model before starting the run. 2) HEC-HMS window that shows

the Global Summary Result. 3) The results in graphs for each subbasin, reach, and Junction.