ch01 - 2 1.29 c = 0.04 K 1/2 ·s/m max 36 2 T p A m t ⋅...

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Introduction to Fluid Mechanics 7 th Edition Fox, Pritchard, & McDonald Answers to Selected Problems, Chapter 1 1.5 M = 5913 kg 1.7 L = 27.25 in. D = 13.75 in. 1.9 2 2 05 . 2 t g W y = 1.11 d = 0.109 mm 1.15 y = 0.922 mm 1.17 a) N·m/s, lbf·ft/s b) N/m 2 , lbf/ft 2 c) N/m 2 , lbf/ft 2 , d) 1/s, 1/s e) N·m, lbf·ft f) N·s, lbf·s g) N/m 2 , lbf/ft 2 h) m 2 /s 2 ·K, ft 2 /s 2 ·R i) 1/K, 1/R j) N·m·s, lbf·ft·s 1.19 a) 6.89 kPa b) 0.264 gal 47.9 N·s/m 2 1.21 a) 0.0472 m 3 /s b) 0.0189 m 3 c) 29.1 m/s d) 2.19 x 10 4 m 2 1.23 101 gpm 1.25 SG = 13.6 v = 7.37 x 10 5 m 3 /kg γ E = 847 lbf/ft 3 , γ M = 144 lbf/ft 3 1.27 2.25 kgf/cm
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Unformatted text preview: 2 1.29 c = 0.04 K 1/2 ·s/m max 36 . 2 T p A m t ⋅ = & (ft 2 , psi, R) 1.31 C D is dimensionless 1.33 c : N·s/m, lbf·s/ft k : N/m, lbf/ft f : N, lbf 1.35 H (m) = 0.457 − 3450·( Q (m 3 /s)) 2 1.37 ρ = 0.0765 ± 2.66 x 10 − 4 lbm/ft 3 (± 0.348%) 1.39 = 1130 ± 21.4 kg/m 3 SG = 1.13 ± 0.0214 1.41 = 930 ± 27.2 kg/m 3 1.43 t = 1, 5, 5 s Flow rate uncertainty = ± 5.0, 1.0, 1.0% 1.45 μ = 1.01 x 10 − 3 N·s/m 2 ± 0.609% 1.47 δ x = ± 0.158 mm 1.49 H = 57.7 ± 0.548 ft θ min = 31.4 o...
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This note was uploaded on 09/08/2010 for the course AME 331 taught by Professor Zohar during the Spring '08 term at Arizona.

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