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CONTINUUM MECHANICS for ENGINEERS

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posed in this section are relevant only <strong>for</strong> laminar flows. Turbulent flows require<br />

additional considerations.<br />

7.3 Specialized Fluids<br />

Although the study of viscous fluids in the context of the equations presented<br />

in Section 7.2 occupies a major role in fluid mechanics, there is also a number<br />

of specialized situations resulting from simplifying assumptions that provide<br />

us with problems of practical interest. Here, we list some of the assumptions<br />

that are commonly made and consider briefly their meaning with respect to<br />

specific fluids.<br />

(a) Barotropic fluids — If the equation of state happens to be independent<br />

of temperature as expressed by Eq 7.2-9, the changes of state are<br />

termed barotropic, and fluids which obey these conditions are called<br />

barotropic fluids. In particular, we may cite both isothermal changes<br />

(in which the temperature is constant) and adiabatic changes (<strong>for</strong><br />

which no heat enters or leaves the fluid) as barotropic changes.<br />

(b) Incompressible fluids — If the density of a fluid is constant, the equation<br />

of state becomes<br />

ρ = constant<br />

(7.3-1)<br />

which describes incompressibility. This implies ˙ρ = 0 and, by the continuity<br />

equation, vi,i = 0 <strong>for</strong> incompressible flows. Physically, incompressibility<br />

means that the elements of a fluid undergo no change in<br />

density (or volume) when subjected to a change in pressure. For<br />

incompressible flows, the Navier-Stokes equations become<br />

˙ i i , i i, jj<br />

*<br />

ρv = ρ b − p + µ v<br />

(7.3-2)<br />

due to the vi,i = 0 condition. Water and oil, among others, are generally<br />

assumed to be incompressible, whereas most gases are highly<br />

compressible.<br />

(c) Inviscid (frictionless) fluids — A fluid that cannot sustain shear stresses<br />

even when in motion is called an inviscid, or sometimes a perfect fluid.<br />

Clearly, if the coefficients λ * and µ * in Eq 7.1-10 are equal to zero, that<br />

equation describes a perfect fluid and the Navier-Stokes equations<br />

reduce to<br />

˙ ,<br />

ρvi = ρbi<br />

−pi (7.3-3)

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