Allied & ICAR Exam Bank • ALLIED_0437 NAT • 2 Marks

Section 4: Soil and Water Conservation Engineering

Hydrology and Runoff

Subtopic: Hydrograph Analysis and Watershed Routing

Question Statement:

Using Muskingum routing coefficients $C_0 = 0.1$, $C_1 = 0.4$, and $C_2 = 0.5$, given $I_1 = 20\text{ m}^3/\text{s}$, $I_2 = 30\text{ m}^3/\text{s}$, and $O_1 = 22\text{ m}^3/\text{s}$, outflow $O_2 = C_0 I_2 + C_1 I_1 + C_2 O_1$ in $\text{m}^3/\text{s}$ is:

Answer Key:

22

Step-by-Step Solution & Explanation

$O_2 = 0.1(30) + 0.4(20) + 0.5(22) = 3 + 8 + 11 = 22.0\text{ m}^3/\text{s}$.
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