Civil Engineering > GATE 2018 SET-1 > Open Channel Flow
Variation of water depth (y) in a gradually varied open channel flow is given by the first order differential equation
Given initial condition: y(x = 0) = 0.8 m. The depth (in m, up to three decimal places) of flow at a downstream section at x = 1 m from one calculation step of Single Step Euler Method is _______.
Correct : 0.78 to 0.80
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