Solution Manual For Munson, Young and Okiishi's Fundamentals of Fluid Mechanics, 8th Edition
- Mechanical Engineering
- 1955 pages
- Shared May 2025
Solution Manual For Munson, Young and Okiishi's Fundamentals of Fluid Mechanics, 8th Edition simplifies even the toughest textbook questions with step-by-step solutions and easy explanations.
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Chapter 1 1-1 (a) 98 Btu/(hr-ft-F) x1.7307 = 170 W/(m-K) (b) 0.24 Btu/(Ibm-F) x4186.8=1.0 kJ/kg-K (c) 0.04 Ibm/(ft-hr) 3600 sec/hr x1.488 = 16.5 2 Ns m μ (d) 1050 Btu Ibm x 4 1 9.48x10 − J Btu x 2.20462 Ibm kg = 2.44 MJ kg (e) 12,000 Btu Ibm x 1 3.412 = 3.52 kW (f) 14.7 2 Ibf in x 6894.76 = 101 kPa 1-2 (a) 120 kPa x 2 lbf / in 6.89476kPa = 17.4 lbf/in 2 (b) 100 W m K − x 0.5778 = 57.8 Btu/hr-ft-F (c) 0.8 2 W m K − x 0.1761 = 0.14 Btu/hr-ft 2 -F (d) 10 -6 N-s/m 2 x 1 1.488 = 6.7 x 10 -7 lbm ft sec − (e) 1200 kW x 3412 = 4.1 x 10 -6 Btu/hr
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2 (f) 1000 kJ kg x 1 Btu 1.055 kJ x 1 kg 2.2046 lbm = 430 Btu lbm 1-3 Hp = 50 (ft) x 0.3048 ( m ft ) = 15.2 m ∆ P = 15.2 m 1000 Pa/kPa x 9.807 1 ( N kg ) x 1000 (kg/m 3 ) = 149 kPa 1-4 P = ∆ 4 12 (ft) x 0.3048 ( m ft ) x 9.807 1 ( N kg ) x 1000 ( 3 kg m ) ∆ P = 996 Pa 1.0 kPa ≈ 1-5 TOTAL BILL = ENERGY CHARGE + DEMAND CHARGE + METER CHARGE ( ) ( ) ( ) ( ) 96,000 kw - hrs 0.045 $ / kw hr + 624 kw 11 50 $ / kw − − + $68 = $4,320 + $7,176 + $68 = $11,564 1-6 7 AM to 6 PM 11 hrs/day, 5 days/wk hrs days (11) (22) 242 hrs / month day months = students enrolled in courses for which the textbook has been adopted. Any other reproduction or translation of this work beyond that
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3 ( ) ( ) ( ) 624 kw ratio = 1.57 96,000 kw hr 242 hr = ⎛ ⎞ − ⎜ ⎟ ⎝ ⎠ 1-7 This is a trial and error solution since eq. 1-1 cannot be solved explicitly for i. Answer converges at just over 4.2% using eq. 1-1 1-8 Determine present worth of savings using eq. 1-1 ( ) ( ) ( ) 12 12 0.012 $1000 1- 1+ 12 P = 0.012 12 P $134,000 − ⎡ ⎤ ⎛ ⎞ ⎢ ⎥ ⎜ ⎟ ⎝ ⎠ ⎢ ⎥ ⎣ ⎦ ⎛ ⎞ ⎜ ⎟ ⎝ ⎠ = 1-9 (a) Q VA = = 2 x 3.08 x 10 -3 = 6.16 x 10 -3 m 3 /s m 6.16 x 10 Q ρ = = -3 x 998 = 6.15 kg/s (b) A= 4 π (0.3) 2 = 7.07 x 10 -2 m 2 Q 7.07x10 = -2 x 4 = 0.283 m 3 / s; ρ = 1.255 kq/m 3 m = 1.225 x 0.283 = 0.347 kg/s 1-10 V = 3x10x20 = 600m 3 students enrolled in courses for which the textbook has been adopted. Any other reproduction or translation of this work beyond that
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4 = 600 x i Q 1 4 x 1 3600 = 4.17 x 10 -2 m 3 /s 1-11 p p 3 q = mc T c = 4.183 kJ/(kg-K) = 983.2 kg/m ρ ∆ 1-11 (cont’d) ( ) ( ) ( ) ( ) 3 c 3 m kg kJ q = 1 983.2 4.183 5 20,564 s kg K m q = 20,564 kw = − kJ s students enrolled in courses for which the textbook has been adopted. Any other reproduction or translation of this work beyond that permitted 1-12 = wat q air q − 11,200(1)(10) = = 2 5000x60x14.7x144x0.24(t 50 ) (53.35x510) − 11,200 = 5601.5 (t 2 -50); t 2 = (11,200/5601.5) + 50 = 70 F 1-13 Diagram as in 1-12 above. q wat = - q air 1.5 (4186)(90-t 2 ) = 2.4 (1.225)(1.0)(30-20)(1000) 6279(90-t 2 ) = 29,400
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- l purposes only to students enrolled in courses for which the textbook has been adopted. this work beyond that permitted 5 t 2 = 90 - 29,400 6279 = 85.3 C 1-14 q hA(t = s - ) t ∞ A= π (1/12) x 10 = 2.618 ft 2 s t = t sur 212 F ≈ = 10x2.618x(212-50) = 4241 Btu/hr q 1-15 A= π x 0.25x4 = 3.14 16 m 2 hA(t q = s - ) t ∞ h= s q A (t -t ) ∞ = 1250 3.1416(100 10) − ; h = 4.42 W/(m 2 – C) 1-16 (t p q mc = 2 -t 1 ) ; m Q x ρ = ρ = P/RT = 14.7x144/53.35(76+460) ρ = 0.074 lbm/ft 3 m = 5000x0.074x60 = 22,208 lbm/hr = 0.24 Btu/lbm-F p c q = 22,208x0.24(58-76) = -95,939 Btu/hr Negative sign indicates cooling 1-17 (t 1 p m c 3 -t 1 ) + for-profit basis for testing or instructiona Any other reproduction or translation of
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6 (t 2 p2 m c 3 -t 2 ) = 0 = p1 c p2 c t 3 = 1 1 2 2 1 2 (m t m t ) (m m ) + + 1 2 m Q 1 ρ = = 1000x 14.7x144 53.35(460 50) + = 73.5 lbm/min 1-17 (cont’d) 2 2 m Q 2 ρ = = 600x 14.7x144 53.35(460 50) + = 46.7 lbm/min 3 (73.5x80) (46.7 x 50) t 68.3 F (73.5 46.7) + = = + students enrolled in courses for which the textbook has been adopted. Any other reproduction or translation of this work beyond that
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Problem 1.1 The force, F , of the wind blowing against a building is given by 2 2 D F C V A , where V is the wind speed, the density of the air, A the cross - sectional area of the building, and D C is a constant termed the drag coefficient. Determine the dimensions of the drag coefficient. Solution 1.1 2 2 D A F C V or 2 2 D F C V A , where 2 F MLT , 3 ML , 1 V LT , 2 A L Thus, -2 0 0 0 2 -2 -1 2 D MLT C M L T ML LT L Hence, D C is dimensionless .
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Problem 1.2 The Mach number is a dimensionless ratio of the velocity of an object in a fluid to the speed of sound in the fluid. For an airplane flying at velocity V in air at absolute temperature T , the Mach number Ma is, Ma V kRT , where k is a dimensionless constant and R is the specific gas constant for air. Show that Ma is dimensionless. Solution 1 .2 We denote the dimension of temperature by and use Newton’s second law to get 2 ML F T . Then 2 2 2 1 L L T T M FL ML L M T F T or 1 M .
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Problem 1.3 Verify the dimensions, in both the FLT and MLT systems, of the following quantities which appear in Table B.1 Physical Properties of Water (BG/EE Units). (a) V olume, (b) acceleration, (c) mass, (d) moment of inertia (area), and (e) work. Solution 1.3 a) 3 volume L b) 1 2 acceleration time rate of change of velocity LT LT T c) mass M 2 1 2 or with mass F MLT FL T d) 2 2 4 moment of inertia area second moment of area L L L e) work force distance FL 2 2 2 or with work F MLT ML T
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Problem 1.4 Verify the dimensions, in both the FLT and MLT systems, of the following quantities which appear in Table B.1 Physical Properties of Water (BG/EE Units). (a) A ngular velocity, (b) energy, (c) moment of inertia (area), (d) power, and (e) pressure. Solution 1.4 a) 1 angular displacement angular velocity time T b) energy ~ capacity of body to do work single work force distance energy FL 2 or with F MLT 2 2 2 energy MLT L ML T c) 2 2 4 second mom moment of ine ent of are rtia a e a r a L L L d) 1 2 1 2 3 power rate of doing work FL FLT MLT L T ML T T e) 2 2 2 1 2 2 force pressure area F FL MLT L ML T L
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Problem 1.5 Verify the dimensions, in both the FLT system and the MLT system, of the following quanti- ties which appear in Table B.1 Physical Properties of Water (BG/EE Units). (a) F requency, (b) stress, (c) strain, (d) torque, and (e) work. Solution 1.5 a) -1 cycles frequency= T time b) -2 2 -2 -2 -1 -2 2 force F stress= FL area L Since F MLT , MLT stress ML T L c) 0 change in length L strain= L dimensionless length L d) -2 2 -2 torque=force distance FL MLT L ML T e) -2 2 -2 work=force distance FL MLT L ML T
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Problem 1.6 If u is a velocity, x a length, and t a time, what are the dimensions (in the MLT system) of (a) / u t , (b) 2 / u x t , and (c) ( / ) u t dx ? Solution 1.6 a) 1 2 u LT LT t T b) 2 1 2 ( )( ) u LT T x t L T c) 1 2 2 (L) LT u x L T t T
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Problem 1.7 Verify the dimensions, in both the FLT system and the MLT system, of the following quantities which appear in Table B.1 Physical Properties of Water (BG/EE Units). (a) A cceleration, (b) stress, (c) moment of a force, (d) volume, and (e) work. Solution 1.7 a) 2 2 velocity acceleration time L LT T b) 2 2 2 2 1 2 2 force stress area Since stress F FL L F MLT MLT ML T L c) 2 2 2 moment of a force force distance FL MLT L ML T d) 3 3 volume (length) L e) 2 2 2 work force distance FL MLT L ML T
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Problem 1.8 If p is a pressure, V a velocity, and a fluid density, what are the dimensions (in the MLT system) of (a) / p , (b) pV , and (c) 2 / p V ? Solution 1.8 a) 2 2 2 1 2 2 2 3 3 3 p FL MLT L ML T L T ML ML ML b) 1 2 1 3 2 3 3 pV ML T LT ML M L T c) 1 2 0 0 0 2 2 3 1 dimensionless p ML T M L T V ML LT
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Problem 1.9 If P is a force and x a length, what are the dimensions (in the FLT system) of (a) / dP dx , (b) 3 3 / d P dx , and (c) P dx ? Solution 1.9 a) 2 dP F FL dx L b) 3 3 3 3 d P F FL dx L c) Pdx FL
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