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to regions of low concentration. All plants utilize water as a solvent;<br />

therefore, osmosis for plant cells means the diffusion of<br />

water through a semi permeable membrane. In order to reach a<br />

state of equilibrium, it is necessary to apply to the solution a<br />

pressure which is equivalent to osmotic pressure of solution. If<br />

water diffuses into the vacuole, its volume will be increased, increasing<br />

the outward pressure on the cell wall. The pressure exerted<br />

on the cell wall which is called turgor pressure (Pr)' At the<br />

same time, the cell wall opposes the pressure of the cytoplasm.<br />

The condition of equilibrium can be written in as:<br />

Pr - P~sm = - P;sm (6.6)<br />

where P~sm and P;sm are the osmotic pressures within and outside<br />

of the cell.<br />

Osmotic pressure plays an important role in phloem transport<br />

in plants and is the driving force in cell elongation during growth.<br />

-­<br />

VI<br />

I<br />

v.....<br />

Fig. 6.4. Flow through<br />

a tube of varying<br />

cross-sectional area<br />

50<br />

6.2. FLUID DYNAMICS<br />

6.2.1. The Continuity Equation<br />

This section deals initially with a model of an ideal fluid which<br />

is considered to be non viscous and incompressible. Consider a fluid<br />

flowing through a pi pe of nonuniform size as in fig. 6.4. An incompressible<br />

fluid moving with steady flow through a pipe of varying<br />

cross-sectional area is described by the equation of continuity:<br />

S)' VI = S2' V 2<br />

(6.7)<br />

~<br />

+­<br />

That is, the product of the area<br />

and the fluid speed at all points<br />

along the pipe is a constant. This<br />

equation can be written as:<br />

s = const<br />

V<br />

(6.8)<br />

hI<br />

h 2<br />

6.2.2. Bernoulli's Equation<br />

Consider a situation where the height of the tube above some<br />

reference level also changes (fig. 6.5). Bernoulli's equation states<br />

that the sum of the static pressure (P), the hydrodynamic pressure<br />

pV' (i.e., the kinetic energy per unit volume), and hydrostaticplessure<br />

(pgh) (i.e., the potential energy per unit volume) has<br />

the same value at all points along a streamline:<br />

V<br />

p+p.g.h+~=const, 2<br />

2<br />

(6.9)<br />

where p is the static pressure, p·g·h is the hydrostatic pressure,<br />

and p. v 2 is the dynamic pressure of the fluid.<br />

2 In most problems of biological<br />

interest, h = const, and Bernoulli's<br />

equation becomes:<br />

V 2<br />

p + P ._ = const (6.10)<br />

Fig. 6.5. Flow through a tube of varying<br />

cross-sectional area; the heights of the tube<br />

above some reference level are different<br />

6.2.3. Medical Application of Bernoulli's Equation<br />

Trombosis. The appearance of clots in the blood vessels or the<br />

accumulation of plaque on the inner walls leads to a disease<br />

called trombosis. This situation is accompanied by the constriction<br />

of the vessel (fig. 6.6). If the cross-sectional area of the vessel<br />

decreases, the fluid speed must be increased [see equation (6.8)].<br />

As the speed increases with decreasing area, equations (6.5) and<br />

(6.7) imply that the dynamic<br />

DC]<br />

pressure also increases, but<br />

the static pressure, in order<br />

to maintain a constant flow<br />

Fig. 6.6. Constriction of blood<br />

vessel due to trombosis<br />

51

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