Question Bank • QB_SWCE_EXP_078 NAT • 2 Marks

Section 4: Soil and Water Conservation Engineering

Hydrology

Subtopic: Flood routing, hydrological reservoir and channel routing

Question Statement:

In Muskingum channel flood routing, the routing equation is $Q_2 = C_0 I_2 + C_1 I_1 + C_2 Q_1$. If the routing coefficients are $C_0 = 0.08$ and $C_1 = 0.52$, calculate the value of coefficient $C_2$ using the condition $C_0 + C_1 + C_2 = 1.0$.

Answer Key:

0.4

Step-by-Step Solution & Explanation

$C_2 = 1.0 - (C_0 + C_1) = 1.0 - (0.08 + 0.52) = 1.0 - 0.60 = 0.40$
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