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Basics of Fluid Mechanics, 2014a

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CHAPTER 4<br />

<strong>Fluid</strong>s Statics<br />

4.1 Introduction<br />

The simplest situation that can occur in the study <strong>of</strong> fluid is when the fluid is at rest or<br />

quasi rest. This topic was introduced to most students in previous study <strong>of</strong> rigid body.<br />

However, here this topic will be more vigorously examined. Furthermore, the student<br />

will be exposed to stability analysis probably for the first time. Later, the methods<br />

discussed here will be expanded to more complicated dynamics situations.<br />

4.2 The Hydrostatic Equation<br />

A fluid element with dimensions <strong>of</strong> DC,<br />

dy, and dz is motionless in the accelerated<br />

system, with acceleration, a as<br />

shown in Figure 4.1. The system is in a<br />

body force field, g G (x, y, z). The combination<br />

<strong>of</strong> an acceleration and the body<br />

force results in effective body force which<br />

is<br />

y<br />

P<br />

⎛<br />

⎜<br />

⎝P + ∂P<br />

⎞<br />

∂y dy ⎟<br />

⎠ dxdz<br />

dx<br />

z<br />

P<br />

x<br />

dz<br />

⎛<br />

⎜<br />

⎝P + ∂P<br />

dy<br />

⎞<br />

∂z dz ⎟<br />

⎠ dxdy<br />

⎛<br />

⎜<br />

⎝P + ∂P<br />

⎞<br />

∂x dx ⎟<br />

⎠ dydz<br />

Fig. -4.1. Description <strong>of</strong> a fluid element in accelerated<br />

system under body forces.<br />

g G − a = g eff (4.1)<br />

Equation (4.1) can be reduced and simplified for the case <strong>of</strong> zero acceleration, a =0.<br />

In these derivations, several assumptions must be made. The first assumption<br />

is that the change in the pressure is a continuous function. There is no requirement<br />

that the pressure has to be a monotonous function e.g. that pressure can increase<br />

and later decrease. The changes <strong>of</strong> the second derivative pressure are not significant<br />

compared to the first derivative (∂P/∂n × dl >> ∂ 2 P/∂n 2 ). where n is the steepest<br />

69

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