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Hydrodynamic Formulation: Mass and Salt Conservation Equations

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Part of the book series: Ocean Engineering & Oceanography ((OEO,volume 8))

Abstract

When hydrographic properties and motions in an estuary have spatial and temporal variation, they are termed as non-uniform and unsteady, as opposed to uniform and in steady-state.

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Notes

  1. 1.

    The dynamic coefficients of eddy diffusion (dispersion), Ax, Ay and Az, which have dimensions of [ML−1T−1], is obtained from the product of density, ρ, by the corresponding kinematic coefficient; Ax = ρKx, Ay = ρKy and Az = ρKz.

  2. 2.

    When the estuary bottom is plane (H0 = const.), and due to the very long tidal wave, the tidal elevation may be considered uniform along the estuary, η = η(t), and it is possible to change the order of the integral operator and the derivative. In these conditions w|−H0 = 0 and w|η = dη/dt = ∂η/∂t are the kinematic boundary conditions.

  3. 3.

    This operation is equivalent to the Mean Value Theorem.

  4. 4.

    This type of estuary is usually shallow and the influence of the gravitational circulation may be disregarded and the baroclinic bumping landward is negligible.

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Correspondence to Fernando Pinheiro Andutta .

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Bruner de Miranda, L., Andutta, F.P., Kjerfve, B., de Castro Filho, B.M. (2017). Hydrodynamic Formulation: Mass and Salt Conservation Equations. In: Fundamentals of Estuarine Physical Oceanography. Ocean Engineering & Oceanography, vol 8. Springer, Singapore. https://doi.org/10.1007/978-981-10-3041-3_7

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