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

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

t<br />

t<br />

A<br />

n+1<br />

n<br />

n -1<br />

B<br />

n+1<br />

n<br />

n - 1<br />

U i– 1<br />

⁄ 2<br />

n<br />

∂ U<br />

------<br />

∂ x<br />

Δ x<br />

ζ i<br />

Δ x<br />

i 1 2 ⁄ – U ζ i<br />

∂ ζ<br />

------<br />

∂ t<br />

∂ ζ<br />

------<br />

∂ t<br />

U 1<br />

i + ⁄ 2<br />

U<br />

i 1 2 ⁄ +<br />

∂ U<br />

-------<br />

∂ x<br />

∂ U<br />

-------<br />

∂ x<br />

n– 1<br />

n + 1<br />

Δ t<br />

Δ t<br />

Δ t<br />

Δ t<br />

n<br />

∂ U 1<br />

------- = --<br />

∂ x 2<br />

x<br />

( (<br />

∂ U<br />

-------<br />

∂ x<br />

x<br />

n+ 1<br />

∂ U<br />

+ ------<br />

∂ x<br />

Figure 4.4. Computational stencils <strong>for</strong> (A) explicit leapfrog differencing method and (B) implicit (Crank-<br />

Nicolson type) leapfrog differencing method used in the three-time-level 1-dimensional scheme.<br />

n– 1

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