CIV E 445 - APPLIED HYDROLOGY SPRING 2003 SOLUTIONS TO HOMEWORK 1 , CHAPTER 1
Problem 1-1
Using Eq. 1-1: Δ S = 900 - (450 + 100 + 250) = 100 mm.
Δ S = 100 mm • 2500 km2 • 103 hm3/km3 • 10-6 km/mm =
Problem 1-2 Using Eq. 1-3: Q = 15 - 13 = 2 in. The mean annual runoff is:
Q = [ (2 in/y) • (60-mi2) • (5280 ft/mi)2 ] / [ (12 in/ft) • (365 d/y) • (86,400 s/d) ] =
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