Models of ocean circulation are all based on the equations of motion.

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Transcription:

Equations of motion

Models of ocean circulation are all based on the equations of motion. Only in simple cases the equations of motion can be solved analytically, usually they must be solved numerically.

Equations of motion Newton s second law of motion: or force = mass acceleration acceleration = force mass applied to a fluid moving over the surface of the Earth

Equations of motion In dealing with moving fluids, consider forces acting per unit volume : force per unit volume acceleration = density 1 = force per unit volume ρ Apply in three dimensions x, y, z at right angles to one another

Current velocities in x-, y- and z-directions: u, v, w Accelerations (rates of change of velocity with time) in x-, y- and z-directions: du dv dw,, dt dt dt Figure 4.15 from Open University (1989)

What forces might lead to acceleration in the horizontal x- and/or y-directions, and therefore need to be included in the equations of motion for those directions? Based on Section 4.2.3 of Open University (1989)

What forces might lead to acceleration in the horizontal x- and/or y-directions, and therefore need to be included in the equations of motion for those directions? Coriolis force horizontal pressure gradient force wind stress and other frictional forces

The Coriolis force is proportional to the sine of the latitude.

For a particle of mass m moving with speed u, the Coriolis force is given by: Coriolis force = m 2 Ω sin φ u where Ω is the angular velocity of the Earth about its axis and φ is latitude.

Using the abbreviation Coriolis parameter = f = 2 Ω sin φ the expression for the Coriolis force becomes: Coriolis force = m f u As a force per unit volume: Coriolis force per unit volume = ρ f u

Equation of motion for the x-direction: du dt horizontal Coriolis force other forces 1 pressure resulting in related to = + + ρ gradient force in motion in the motion in the the x-direction x-direction x-direction Similarly for the y-direction left-hand side: dv/dt right-hand side: replace x-direction by ydirection

Equations of motion in mathematical terms: du dt 1 dp = + ρ f v + ρ dx F x dv dt 1 dp = ρ f u + ρ dy F y acceleration pressure gradient force Coriolis force contributions from other forces

Equations of motion in mathematical terms: du dt 1 dp = + ρ f v + ρ dx F x dv dt 1 dp = ρ f u + ρ dy F y F x and F y may include wind stress friction tidal forcing

Why does the equation for flow in the x- direction have ρfv as the Coriolis term rather than ρfu, and vice versa for flow in the y-direction? Based on Section 4.2.3 of Open University (1989)

Why does the equation for flow in the x- direction have ρfv as the Coriolis term rather than ρfu, and vice versa for flow in the y-direction? Because the Coriolis force acts at right angles to the current (the Coriolis force acting in the x-direction is proportional to the velocity in the y-direction and vice versa)

What is the main force in the vertical or z- direction?

What is the main force in the vertical or z- direction? The force due to gravity, written as ρg (weight per unit volume)

Equation of motion for the z-direction: dw 1 dp = ρ g + dt ρ dz F z acceleration pressure gradient force gravitational force contributions from other forces In the ocean, vertical accelerations are generally very small, and dw/dt may often be neglected.

Principle of continuity Continuity of mass means mass must be conserved is effectively continuity of volume, because seawater is virtually incompressible used in conjunction with equations of motion provides extra constrains

Principle of continuity Continuity of volume during flow Figure 4.16 from Open University (1989)

How does the flow pattern of the subtropical gyre exemplify the principle of continuity?

Mathematical equation used to express the principle of continuity: du dv dw + + = dx dy dz 0 Any change in the rate of flow in (say) the x-direction must be compensated for by a change in the rate of flow in the y- and/or z- direction(s). Based on Section 4.2.3 of Open University (1989)