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Bukhovtsev-et-al-Problems-in-Elementary-Physics

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262 ANSWERS AND SOLUTIONS<br />

Thus, the water acts on the w<strong>al</strong>l with the hole with a force 2pA sm<strong>al</strong>ler<br />

than that act<strong>in</strong>g on the opposite w<strong>al</strong>l, and not with a force sm<strong>al</strong>ler by pA<br />

as might be expected. This is due to a reduction <strong>in</strong> the pressure act<strong>in</strong>g on<br />

the w<strong>al</strong>l with the hole, s<strong>in</strong>ce the water flows faster at this w<strong>al</strong>l.<br />

The vessel will beg<strong>in</strong> to move if kG < 2pA or<br />

k < 2pghA<br />

G<br />

272. Accord<strong>in</strong>g to Newton's second law, the equ<strong>al</strong>ity pA o = 2pA should<br />

exist. Therefore, if the liquid flows out through the tube, the cross-section<strong>al</strong><br />

area of the stream should be h<strong>al</strong>ved<br />

A _ A o<br />

-2<br />

This compression of the stream can be expla<strong>in</strong>ed as follows.<br />

The extreme streaml<strong>et</strong>s of the Iiquid approach<strong>in</strong>g the tube from above<br />

cannot, <strong>in</strong> view of <strong>in</strong>ertia, flow around the edge of the tube directly adher<strong>in</strong>g<br />

to its w<strong>al</strong>ls, and move towards the centre of the stream. Under the pressure<br />

of, the particles nearer to the centre of the stream, the l<strong>in</strong>es of flow straighten<br />

out and a contracted stream of the liquid flows <strong>al</strong>ong the tube.<br />

273. By neglect<strong>in</strong>g splash<strong>in</strong>g of the water, we thus assume the impact of<br />

the stream aga<strong>in</strong>st the w<strong>al</strong>l to be absolutely <strong>in</strong>elastic. Accord<strong>in</strong>g to Newton's<br />

second law. the change <strong>in</strong> the momentum of the water dur<strong>in</strong>g the time ~t is<br />

limv=FM, where lim=p n:' vM is the mass of the water flow<strong>in</strong>g dur<strong>in</strong>g<br />

the time ~t through the cross section of the pipe.<br />

Hence,<br />

plld 2<br />

F=--v 2 === 8 gi<br />

4<br />

274. When the gas flows <strong>al</strong>ong the pipe (Fig. 387), its momentum changes<br />

<strong>in</strong> direction, but not <strong>in</strong> magnitude.<br />

A mass of pAv passes <strong>in</strong> a unit of time through cross section I of the<br />

vertic<strong>al</strong> part. This mass br<strong>in</strong>gs <strong>in</strong> the momentum PI=pAUVl where VI is the<br />

J<br />

p<br />

Fig. 387<br />

H-h<br />

A=Po-pgh<br />

Fig. 388<br />

H

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