Building a simple delta numerical model: Part II

Taking the simpler form of the backwater equation, that is, assuming that width does not vary over the channel reach, we find an expression for changing flow depth H along the channel streamwise coordinate x: (Equation 1)where S is the channel bed slope, Cf is the dimensionless coefficient of friction, and Fr is the Froude number: (Equation 2) A couple … Continue reading Building a simple delta numerical model: Part II

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