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A given pipe having 250 mm diameter at section A and 500 mm diameter at section B carries petrol of specific gravity 0.89 at
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discharge = 8: 270 l/sec = 0.29 m/sec & dA = 0.25m I do = 0.5m VA = 0.27 = 5.5m/50 - #x0202 PA = 190kpa ZA: Po = 150 KPA ZB =(11) Change of flow wait in ft?re = 0.27m/ec. Im= 3.28 feet = 0.27X13:28,3 la = 9.527 ft /sec Conversion (iii) Flow conclusio

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