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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- 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.
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.
This operation is equivalent to the Mean Value Theorem.
- 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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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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