By Robert L. Mott
For undergraduate-level classes in Fluid Mechanics or Hydraulics in Mechanical, Chemical, and Civil Engineering know-how and Engineering courses. the most well-liked applications-oriented method of engineering know-how fluid mechanics, this article covers the entire simple ideas of fluid mechanics-both statics and dynamics-in a transparent, useful presentation that ties thought on to actual units and platforms utilized in chemical approach industries, production, plant engineering, waste water dealing with and product layout. Readable and obviously written, the recent sixth version brings a way more appealing visual appeal to the e-book and comprises many updates and extra positive factors.
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Extra resources for Applied Fluid Mechanics. Solutions Manual
26. 46 3 1728 in 3 ft See Prob. 28. 97 in [See Prob. 389 m2 FH = 0 because horiz. 50) FV = 17328 lb = FR FH = 0 because horiz. 55 (See Prob. 99) Eq. 00 FH (See Prob. 65 kN/ m 2 Eq. 11, net vertical force equals the weight of the displaced fluid acting upward and the weight of the cylinder acting downward. 58 See Prob. 57. 59 See Prob. 57. 28 lb up But this indicates that the cylinder would float, as expected. Then, the force exerted by the cylinder on the bottom of the tank is zero. 60 The specific weight of the cylinder must be less than or equal to that of the fluid if no force is to be exerted on the tank bottom.
32) FbD = 1801 lb (Prob. 6 lb (Prob. 00 ft3) = 256 lb wC = 600 lb; VC = wC = Fnet = 600 − 256 − 300 = 44 lb down—OK—block sits on bottom. 00 in would tend to submerge entire float. But additional buoyant force on float is sufficient to lift concrete block off sea floor. 33 in above surface With concrete block suspended, float is unrestrained and it would drift with the currents. 42 From Prob. 43 From Prob. 44 From Prob. 70 m from bottom 3D from dia. 49 From Prob. 50 From Prob. 61 mm Because wt.
2 mm ycg is very low because wt. of bar is >> wt. 52 54 From Prob. 22, Fig.
Applied Fluid Mechanics. Solutions Manual by Robert L. Mott