Civil Engineering (CE) Exam > Civil Engineering (CE) Tests > Test: Flood Routing - 1 - Civil Engineering (CE) MCQ
Test: Flood Routing - 1 - Civil Engineering (CE) MCQ
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10 Questions MCQ Test - Test: Flood Routing - 1
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Test: Flood Routing - 1 - Question 3
The St Venant equations for unsteady open-channel flow are
Test: Flood Routing - 1 - Question 4
In routing a flood through a reach, the point of intersection of inflow and outflow hydrographs coincides with the peak of outflow hydrograph
Test: Flood Routing - 1 - Question 5
Which of the following is a proper reservoir-routing equation?
Detailed Solution for Test: Flood Routing - 1 - Question 6
Test: Flood Routing - 1 - Question 7
The Muskingum method of flood routing assumes the storage S is related to inflow rate I and outflow rate Q of a reach as S =
Detailed Solution for Test: Flood Routing - 1 - Question 7
Test: Flood Routing - 1 - Question 8
The Muskingum method of flood routing gives Q2 = C0I2 + C1I1 + C2Q1. The coefficients in this equation will have values such that
Detailed Solution for Test: Flood Routing - 1 - Question 8
Test: Flood Routing - 1 - Question 9
The Muskingum channel routing equation is written for the outflow from the reach Q in terms of the inflow I and coefficients C0, C1 and C2 as
Test: Flood Routing - 1 - Question 10
In the Muskingum method of channel routing the routing equation is written as Q2 = C0I2 + C1I1 + C2Q1. If the coefficients K = 12 h and x = 0.15 and the time step for routing Δt = 4 hr, the coefficient C0 is
Detailed Solution for Test: Flood Routing - 1 - Question 10
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