Variation of water depth (y) in a gradually variedopen channel flow is given by the first orderdifferential equationIn(y)dydx=101-e 3In (y)-3 ln250-45eGiven initial conditions: y (x = 0) = 0.8 m. The depth(in m, up to three decimal places) of flow at adownstream section at x = 1 m from onecalculation step of Single Step Euler Method is

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

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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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