By Bernard LeMehaute
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Additional info for An Introduction to Hydrodynamics and Water Waves
Give the reasons which prevail in your choice. __ 2J1 a:yz - 2_ (a: - 2J1 2J1 v)Y e2 where J1 is the coefficient of viscosity, e is the distance between the two planes, a: is a constant equal to the head loss or decrease of pressure per unit length: a: = dpjdx. Figure 2-20 Part 1 : Establishing the Basic Equations that Govern Flow Motion 30 V is the velocity of one of the planes, the other one being assumed to be fixed. Determine the coefficient of dilatational and shear deformation and rotation as a function of y.
Da cos a - R Sill a dt dt M Chapter 4: Inertia Forces N B z 47 r~ dt d2 r dt2 X M dr dt Figure 4-9 Figure 4-10 s Components of acceleration. in the easterly direction, and a radial component equal to Components of the derivative of a vector r. from Fig. 4-9 that the component r(dejdt), perpendicular to the vector (X, Y) is actually to the east of this vector. 4 The previous results will be applied to both the radial component, dr/dt, and the easterly component, r[w + (dejdt)], of the velocity vector.
Finally, the geostrophic inertial force is composed of three terms: 1. A horizontal component 2pwU sin perpendicular to and to the left of U. In the southern hemisphere, ¢ is negative, and the horizontal component 2pwU sin is directed to the right of U. 2. A horizontal component 2pw W cos directed toward the west (due to the negative sign appearing in the previous expression), and generally negligible as the motions are generally so nearly horizontal that W /U is very small. 3. A vertical component 2pwU E cos directed downward (or upward if the sign of U E is negative) which is added or subtracted to the gravity, and which is also negligible compared to gravity.
An Introduction to Hydrodynamics and Water Waves by Bernard LeMehaute