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Ecological and Hydrologic Targets for Western Biscayne National Park 25 |
APPENDIX A: ADVECTION VERSUS |
DIFFUSION |
arrived at by a conservative evaluation of these factors and |
assuming an average diffusivity in the Western Bay Zone of 1 |
m2/s. |
A one-dimensional flow of water and salt in the x direction |
can be expressed in a steady-state, vertically-mixed form as: |
where S is the salt content, U is the horizontal velocity, and |
A is the horizontal turbulent diffusion coefficient. If one assumes that U is independent of the distance x from the coast |
(which is a very reasonable assumption for a flow distributed |
all along a coastline, and an unreasonable assumption for a |
point source flow), and that A is likewise independent of x (a |
poor but pragmatic choice) then: |
Given the assumptions, the analytical solution is exponential. The importance of this solution is that, in the absence of |
other transient forcing, a steady flow offshore gives a persistent exponential gradient located near the coast. As the speed |
of the flow increases, this gradient will move farther offshore |
and will become sharper (larger magnitude). As the mixing |
becomes more intense or efficient (i.e., the magnitude of A increases) the gradient will move closer to shore and the gradient’s magnitude will decrease. The ratio of A/U is the length, |
or e-folding scale, and, as such, is a good estimate of the width |
of the offshore gradient region. While the velocity U along a |
coastline can be determined by metering out a known volume |
of water at a known rate along a length of shoreline, the horizontal turbulent diffusion coefficient A is not as simple and |
is often several orders of magnitude greater than equivalent |
molecular diffusivities. It is a function of the flow and resulting friction in the area and, as such, will be dependent on the |
tides, winds, and topography, and can vary by several orders |
of magnitude. |
The advection dispersion estimate provided on page 21 is |
derived from a horizontal diffusivity of A = 1 m2/s and steady |
offshore velocity U= 0.001 m/s for 26 km of coastline with an |
average depth of 1 m. The value of the diffusivity A has been |
shown by Wang et al. (1978) to vary from 0.5 m2/s to 5 m2/s |
along the western shoreline, producing a theoretical range of |
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