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Example of HGL and EGL 24 L v2 Ex 7-7) The head loss in the pipe is given by h 0.014 , where L is the length of pipe and D is

Fluid Mechanics

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Ques Applying ander Bernoulli equation between ater Z2+ h y 2 30 04 L) Ol 4 x 50D v2- D 60 x2 22 +30 ececmat A2 V2 Ap Vp (030(16 67 70 Vp = 7.045 ml Ap Yp isdhange 뜻 (06)-x704S Q = 1 992 m3/secfor Pmin (minimum presure Using Beinoulli thesrem at watar sace Pmun and pipe end O.014 L 28 (D) loo 7.045) 2 x9 8 O O14 uD xPmin EGL HGL 40 5 37.97 Prox

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