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Mechanics of Fluids

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To ensure that the pressure measured at each section is the average,<br />

connections to the manometer are made via a number <strong>of</strong> holes into an annular<br />

ring. The holes are situated where the walls are parallel so that there<br />

is no variation <strong>of</strong> piezometric pressure across the flow. To discourage the<br />

formation <strong>of</strong> eddies, sharp corners at the joins between the conical and the<br />

parallel-sided sections are avoided.<br />

Rapidly converging flow, as between the inlet and throat <strong>of</strong> a<br />

venturi-meter, causes the velocity to become more uniform over the crosssection.<br />

Over the short length involved the loss <strong>of</strong> head to friction, hf, is negligible in comparison with (p1 − p2)/ϱg. For a single streamline<br />

Bernoulli’s equation then gives<br />

u 2 2 = u2 �<br />

p∗ 1 − p<br />

1 + 2g<br />

∗ �<br />

2<br />

ϱg<br />

where p∗ represents the piezometric pressure p+ϱgz. On a nearby streamline,<br />

slightly different values u1+δu1 and u2+δu2 may be found instead <strong>of</strong> u1 and<br />

u2. If the streamlines are straight and parallel at these sections, however, no<br />

difference <strong>of</strong> piezometric pressure across the flow can be sustained and so all<br />

streamlines have the same values <strong>of</strong> p∗ 1 and <strong>of</strong> p∗ 2 . Subtracting the Bernoulli<br />

equations for the two streamlines therefore gives<br />

(u2 + δu2) 2 − u 2 2 = (u1 + δu1) 2 − u 2 1<br />

Hence 2u2δu2<br />

neglected.<br />

= 2u1δu1, higher orders <strong>of</strong> the small quantities being<br />

∴ δu2<br />

u2<br />

� �2 u1 δu1<br />

=<br />

u2 u1<br />

Since u1 < u2,<br />

|δu2|<br />

<<br />

u2<br />

|δu1|<br />

u1<br />

in other words, the proportionate variation <strong>of</strong> velocity is less after the contraction<br />

than before it. This is why a rapid contraction is placed before the<br />

working section <strong>of</strong> a wind tunnel or water tunnel, where a uniform velocity<br />

is especially important.<br />

In a few extreme cases, where friction between inlet and throat <strong>of</strong> a venturimeter<br />

is very small, the uniformity <strong>of</strong> velocity may be so much improved at<br />

the throat as to outweigh the effect <strong>of</strong> friction and give a value <strong>of</strong> Cd slightly<br />

greater than unity. (A Cd greater than unity may also result from faulty<br />

manometer connections.) For accurate and predictable results, it is desirable<br />

that the venturi-meter be approached by a sufficient length <strong>of</strong> straight pipe<br />

for the flow to be reasonably uniform and to be free from large eddies and<br />

similar disturbances, caused by fittings upstream <strong>of</strong> the flow-meter.<br />

The function <strong>of</strong> the diverging part <strong>of</strong> the meter is to reduce the velocity<br />

gradually, with the aim <strong>of</strong> restoring the pressure as nearly as possible to its<br />

original value. In a rapidly diverging tube complete pressure recovery is not<br />

possible as the flow tends to separate from the walls, eddies are formed and<br />

Simple applications <strong>of</strong> Bernoulli’s equation 121

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