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Principles of naval engineering - Historic Naval Ships Association

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Chapter 15. -PUMPS AND FORCED DRAFT BLOWERSFigure 15-2. — Pressure in liquid is not affected by the shape <strong>of</strong> the vessel.147.105When the pump is installed below this level,as shown in figure 15-4, a certain amount<strong>of</strong> energy in the form <strong>of</strong> gravity head will alreadybe available when the liquid enters the pump. Inother words, there is a static pressure head , A,on the suction side <strong>of</strong> the pump. This head is part<strong>of</strong> the total input head necessary to produce theoutput head, F, that is required to raise theliquid to the top, T, <strong>of</strong> the discharge reservoir.liFORCE 1=20 LBS-PISTON 12 SO. IN.10 LBS. PER SO. INCHPISTON 220 SO. INFORCE 2 =200 LBSFttW?"rttf f t::\LLLLLL14.7Figure 15-3. — Relationship <strong>of</strong> force, pressure,and area in a simple hydraulic system.The action <strong>of</strong> the pump produces the total headdifferential . B, which can be broken down int<strong>of</strong>riction loss , C , and net static dischargehead , D. Since D_ is the vertical distance fromthe surface <strong>of</strong> the supply liquid to the surface <strong>of</strong>the liquid in the discharge reservoir, it is clearthat our previous definition <strong>of</strong> head would applyonly to ID. E, the total static discharge head, isthe vertical distance from the center <strong>of</strong> the pumpto the surface <strong>of</strong> the liquid in the discharge reservoir;thus, ^ is equal to D plus A.As may be seen in figure 15-4, atmosphericpressure is acting upon the free surface <strong>of</strong> thesupply liquid and upon the free surface <strong>of</strong> theliquid in the discharge reservoir. Since atmosphericpressure is exerted equally on both sides<strong>of</strong> the pump, in this system, the two heads createdby atmospheric pressure cancel out.Now consider the case <strong>of</strong> a pump that is installeda vertical distance^ above the free surface^<strong>of</strong>the supply liquid (fig. 15-5). In this case,energy must be supplied merely to get the liquidinto the pump (static suction lift . A). In addition,energy must be supplied to produce the staticdischarge head , E, if the liquid is to be raisedto the top <strong>of</strong> the discharge reservoir, T. B, thetotal head differential produced by pump action,is here the total energy input. It is divided intoA on the suction side— the head required to raise393

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