CIV E 445 - APPLIED HYDROLOGY SPRING 2011 SOLUTIONS TO HOMEWORK 3 , CHAPTER 2
Problem 3-1
E = 22.07 cm ANSWER.
Problem 3-2
E = 18.88 cm ANSWER.
Problem 3-3
E = 12.23 cm ANSWER.
Problem 3-4
At x = 0 km: elevation y = 100 m. At x = L = 300,000 m: elevation y = 22.313 m.
From Fig. 2-19, the area comprised between elevation y = 22.313 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 between the limits of 0 and 300,000:
At = ∫0300,000 y dx = ∫0300,000 [100e-0.000005x ] dx = 15,537,396.8
The area comprised between elevation 0 and elevation 22.313 m is:
Ab = 22.313 • 300,000 = 6,693,900 m2. Therefore, the area Ap is:
Ap = At - Ab = 8,843,496.8 m2.
S2 = 2Ap/L2 = 0.0001965 ANSWER. |