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A Semi-Implicit, Three-Dimensional Model for Estuarine ... - USGS

A Semi-Implicit, Three-Dimensional Model for Estuarine ... - USGS

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176 A <strong>Semi</strong>-<strong>Implicit</strong>, <strong>Three</strong>-<strong>Dimensional</strong> <strong>Model</strong> <strong>for</strong> <strong>Estuarine</strong> Circulation<br />

Because the eddy viscosities are needed in the momentum equations at the layer interfaces lying vertically between the u- and<br />

v-points, these are determined by horizontal interpolation as follows:<br />

n<br />

AV n<br />

AV + , jk , – 1⁄ 2<br />

i 1⁄ 2<br />

ij , + 1⁄ 2 , k – 1⁄ 2<br />

1 n<br />

n<br />

= -- ( A<br />

2 Vi,<br />

j, k– 1 + A<br />

⁄ 2 Vi<br />

+ 1,<br />

j, k– 1⁄ )<br />

2<br />

1 n<br />

n<br />

= -- ( A<br />

2 Vi,<br />

j, k– 1 + A<br />

⁄ 2 Vi,<br />

j+ 1,<br />

k – 1⁄ )<br />

2<br />

.<br />

To avoid model instabilities, the eddy viscosity within the interior of the water column is not permitted to take a value below some<br />

preassigned minimum, usually about 1 cm 2 /s.<br />

The eddy diffusivity is computed from equation 2.36 as<br />

n<br />

DV i, j, k – 1⁄ 2<br />

The Munk-Anderson coefficients in this case are β 2<br />

( AV0) n n<br />

( 1 + β<br />

i, j, k – 1⁄ 2Rii, j, k – 1⁄ )<br />

2<br />

2<br />

α2 = . (E.4)<br />

= 3.33 and α2 = – 1.5 .

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