GATE CE 2018 Set 1 — Question 49

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NAT+2 / -0MediumEuler MethodNumerical Integration & ODEsEngineering MathematicsGradually Varied FlowHydraulic Jump & Varied FlowWater Resources Engineering

Engineering Mathematics → Hydraulic Jump & Varied Flow → Euler Method

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Variation of water depth (yy) in a gradually varied open channel flow is given by the first order differential equationdydx=1e103ln(y)25045e3ln(y)\frac{dy}{dx} = \frac{1 - e^{-\frac{10}{3}\ln(y)}}{250 - 45e^{-3\ln(y)}}Given initial condition: y(x=0)=0.8 my(x = 0) = 0.8\text{ m}. The depth (in m, up to three decimal places) of flow at a downstream section at x=1 mx = 1\text{ m} from one calculation step of Single Step Euler Method is ______
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