CIV E 445 - APPLIED HYDROLOGY SPRING 2003 SOLUTIONS TO HOMEWORK 4 , CHAPTER 3
Problem 4-1
The catchment's overall snow-water equivalent W is the average water equivalent weighted in terms of the incremental area: W = [(3.0 • 24)+ (3.0 • 16) + (3.5 • 12) + (4.0 • 14) + (4.5 • 11) + (5.0 • 5) + (6.0 • 4) + (7.0 • 9) + (7.5 • 3) + (8.0 • 2) / 100 = 4.18 mm . ANSWER.
Problem 4-2
The discharge is the sum of the unit discharges: 79.78 m3/s. ANSWER. Problem 4-3 Using Eq. 3-6: Q = [(12,000 / 15) - 1] • 100 L/s = 79900 L/s or 79.9 m3/s. ANSWER.
Problem 4-4 The upstream conveyance Ku (Eq. 3-7a) is 378,378; the downstream conveyance Kd (Eq. 3-7b) is 293,837; the reach conveyance K (Eq. 3-8) is 333,439. The first approximation to the energy slope (Eq. 3-9) is 0.0002816. The first approximation to the peak discharge (Eq. 3-10) is 5595 m3/s. Since the reach is contracting, the loss coefficient k=1. The result of the iteration is summarized below.
The flood discharge is: Q = 5275 m3/s ANSWER. |