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PPKE ITK PhD and MPhil Thesis Classes

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50<br />

2. MAPPING THE NUMERICAL SIMULATIONS OF PARTIAL<br />

DIFFERENTIAL EQUATIONS<br />

Simulation of compressible <strong>and</strong> incompressible fluids is one of the most exciting<br />

areas of the solution of PDEs because these equations appear in many<br />

important applications in aerodynamics, meteorology, <strong>and</strong> oceanography [48, 49,<br />

50]. Modeling ocean currents plays a very important role both in medium-term<br />

weather forecasting <strong>and</strong> global climate simulations.<br />

In general, ocean models<br />

describe the response of the variable density ocean to atmospheric momentum<br />

<strong>and</strong> heat forcing. In the simplest barotropic ocean model a region of the ocean’s<br />

water column is vertically integrated to obtain one value for the vertically different<br />

horizontal currents. The more accurate models use several horizontal layers<br />

to describe the motion in the deeper regions of the ocean. Such a model is the<br />

Princeton Ocean Model (POM) [51] being a sigma coordinate model in which the<br />

vertical coordinate is scaled on the water column depth. Though the model is<br />

three-dimensional, it includes a 2-D sub-model (external mode portion of the 3-D<br />

model). Investigation of it is not worthless because it is relatively simple, easy to<br />

implement, <strong>and</strong> it provides a good basis for implementation of the 3-D model.<br />

The governing equations of the 2-D model can be expressed from the equations<br />

of the 3-D model by making some simplifications. Using the sigma coordinates<br />

these equations have the following form:<br />

∂η<br />

∂t + ∂UD<br />

∂x<br />

+ ∂V D<br />

∂y<br />

= 0 (2.1a)<br />

∂UD<br />

∂t<br />

+ ∂U 2 D<br />

∂x<br />

+ ∂UV D<br />

∂y<br />

− fV D + gD ∂η = − < wu(0) > + < wu(−1) > −<br />

∂x<br />

− gD ∫0<br />

∫ 0 [D ∂ρ′<br />

ρ 0 ∂x − ∂D ]<br />

∂ρ′<br />

σ′ dσ ′ dσ (2.1b)<br />

∂x ∂σ<br />

−1<br />

σ<br />

∂V D<br />

∂t<br />

+ ∂UV D<br />

∂x<br />

+ ∂V 2 D<br />

∂y<br />

+ fUD + gD ∂η = − < wv(0) > + < wv(−1) > −<br />

∂y<br />

− gD ∫0<br />

∫ 0 [D ∂ρ′<br />

ρ 0 ∂y − ∂D ]<br />

∂ρ′<br />

σ′ dσ ′ dσ (2.1c)<br />

∂y ∂σ<br />

−1<br />

σ

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