GATE Civil Engineering
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Variation of water depth $(y)$ in a gradually varied open channel flow is given by the first order differential equation
$$ \dfrac{dy}{dx} = \dfrac{1-e^{-\frac{10}{3} \ln(y)}}{250 - 45e^{-3\ln(y)}}$$ Given initial condition: $y(x=0) = 0.8m$. 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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Sir verify the range from 0.790 - 0.795
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Sir all types of questions whoes ans are in range of. 0 - 0.9

Shall return as 0 or not..

Because exactly range can be find out in NUMERICAL ANS TYPE QUSTION

IF THERE IS OPTION IN QUESTION THEN

EXACT RANGE SHOULD BE CONSIDER..
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