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CHML 208 - CHEMICAL ENGINEERING PRINCIPLES I-SPRING 2020 Problem Set #2 Due: January 30, 2020 1. A fluid has the following pr
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he = evde evd eload Here P= 950 kg/m3 &= 2.5x105 m/s A= Ex (0.02)² m² d = 0.02m M=0.85 N.s/m² Calculating Re = 1,78 = laminar... according to Hager. Poiseuille equation, - Apa 128 MLB M L=15 m 2 DPI227181169.02 N/m? - ans (a)for non-horizontal pipe - A (AP- eg Lşin o) dy _128ůL Here AP=0 & sino =-128 Mb L apady 3 D= sia Ensenyament - 9= 9.81 m/821Seina o =-35.490 2= 152 = 7.5m AP=40584.5105 40584,5105 » PI-Plin middle) =0 =) p (in middle) = P1=(100 kPa - ans (c)

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