CIV E 445 - APPLIED HYDROLOGY SPRING 2008 SOLUTIONS TO HOMEWORK 3 , CHAPTER 2
Problem 3-1 E = 25.75 cm ANSWER. Problem 3-2 E = 24.15 cm ANSWER.
Problem 3-3 E = 11.54 cm ANSWER. Problem 3-4 At x = 0 km, elevation y = 100 m. At x = L = 250,000 m, elevation y = 28.65 m. From Fig. 2-19, the area comprised between elevation 28.65 and the longitudinal profile is: Ap = YL/2. Therefore, the S2 slope is: S2 = Y/L = 2Ap/L2. The total area, At, below the longitudinal profile is obtained by integration: At = ∫0250,000 y dx = ∫0250,000 100e-0.000005x dx = 14,269,904 The area comprised between elevation 0 and elevation 28.65 m is: Ab = 28.65 X 250,000 = 7,162,500 m2. Therefore, the area Ap is:
Ap = At - Ab = 7,107,404 m2.
S2 = 2Ap/L2 = 0.000227. ANSWER. |