Elementary physics for engineers; an elementary text book by J. Paley Yorke

By J. Paley Yorke

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Per square inch. or size of base the may be if the water above it shape foot high the pressure per square inch will be 6-94 ozs. is 1 on the base Pressure at a point depends only on vertical depth This last statement needs substantiation. and density. An experiment may be performed with a special U-tube provided with a screw collar at sc on which different shaped and sized limbs may be screwed. Different limbs are shewn in (6), (c) and (d). It is found that if water be poured into the U-tube it will always rise to the same level on each side shewn in Fig.

Fig. 5 In the same way the total pressure on a lock uate would be calculated though in that case there would be some water on both sides of the gate at the lower we get the total pressure in use in designing a lock gate way since it is necessary to design it to stand a much greater pressure at the bottom than at the top of the gate. Further, though portion. this it is not of much The same applies to water tanks of any appreciable such as a ship's ballast tanks which are strength- depth ened towards the bottom.

In the pump Fig. 10 illustrates a simple lift pump. a piston B can be moved up and down in a cylinder. In the base of the cylinder is a valve shewn in the diagram as a flap which will open if the pressure below In the is greater than that above and shut if it is less. ti/nf (en. Tin- cylinder base is connected to the water through a tall pipe. \\'hen the piston is raised the effect is to expand similar conditions. the air between there. 1 and It and so lower the p res,- lire in and the water from This shuts the valve />' up the pipe P by the excess of the atmospheric pressure over the cylinder pressure.

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