Variation of water depth (y) in a gradually varied open channel flow is given by the first order differential equation In(y) dy dx = 10 1-e 3 In (y) -3 ln 250-45e Given initial conditions: 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

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