Develop a 1-hr UH for a 2-mi2 watershed with average slope of 0.04 ft/ft. Flow length from the watershed boundary to its outlet is 1 mile. Assume LCA = 0.45 mi, Ct = 2.0, and Cp = 0.7, CN = 80. Use the following methods to develop the UHs. Plot each UH. a. NRCS dimensionless UH. b. Clark UH. Assume time interval = 0.25-hr, Ks = 0.5-hr and tc = 1-hr