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.