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Mechanics of Fluids

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−<br />

Energy loss to friction/time<br />

Mass/time<br />

= pC<br />

ϱ<br />

General energy equation for steady flow <strong>of</strong> any fluid 105<br />

1<br />

+<br />

2 u2 C + gzC<br />

Energy added by pump<br />

∴<br />

Time<br />

= Mass<br />

�<br />

pC − pA<br />

+<br />

Time ϱ<br />

u2 C − u2 �<br />

A<br />

+ g(zC − zA)<br />

2<br />

+ Energy loss to friction<br />

Time<br />

= Volume<br />

�<br />

pC − pA +<br />

Time<br />

1<br />

2 ϱ<br />

�<br />

u 2 C − u2 �<br />

�<br />

A + ϱg(zC − zA)<br />

+ Energy loss to friction<br />

Time<br />

= π<br />

4 (0.225 m)2 1.35 m · s −1<br />

�<br />

35 000 −[13560 × 9.81(−0.150)]<br />

+ 1<br />

2 × 1000(3.0382 − 1.35 2 ) + 1000 × 9.81 × 5.6<br />

�<br />

N · m −2<br />

+ 2.5 kW<br />

= π<br />

4 (0.225)2 1.35{35 000 + 19 950 + 3702 + 54 900} N · m · s −1<br />

+ 2.5 kW = 8.6 kW<br />

∴ Overall efficiency <strong>of</strong> pump = 8.6/12.7 = 67.7%<br />

Notice that pA, a vacuum pressure, is negative. ✷<br />

3.5.5 Energy transformation in a constant-density fluid<br />

The concept <strong>of</strong> head, that is, energy divided by weight <strong>of</strong> a constant-density<br />

fluid, is <strong>of</strong> great value in allowing a geometrical representation <strong>of</strong> energy<br />

changes. We recall from Section 2.2.1 that steady pressures not greatly in<br />

excess <strong>of</strong> atmospheric pressure may be measured by the rise <strong>of</strong> liquid in a<br />

glass tube. We may therefore imagine, for example, the system depicted in<br />

Fig. 3.7, in which such piezometer tubes are connected at certain points to<br />

a pipe conveying liquid from a large reservoir. At a point where the (gauge)<br />

pressure in the pipe is p the liquid will rise in the piezometer tube to a<br />

height p/ϱg.<br />

At points in the reservoir far from the outlet the velocity <strong>of</strong> the liquid is<br />

so small as to be negligible. At such a point 1 at a depth h1 below the free<br />

surface, the pressure is therefore given by the hydrostatic relation p1 = ϱgh1,<br />

so the sum <strong>of</strong> the three terms in Bernoulli’s expression is<br />

ϱgh1/ϱg + 0 2 /2g + z1 = h1 + z1 = H

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