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Detailed solutions to homework problems related to fluid mechanics, specifically focusing on pressure differences in pipelines and hydrostatic forces on submerged surfaces. It includes assumptions, property considerations, and step-by-step analyses to determine pressure variations and forces acting on cylindrical gates. The solutions incorporate principles of hydrostatics, fluid density, and force calculations, offering a comprehensive understanding of fluid behavior under pressure. It is useful for students studying fluid mechanics and related engineering disciplines, providing practical examples and clear explanations of complex concepts. The document enhances problem-solving skills and reinforces theoretical knowledge through real-world applications.
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3
3
3
P 1 (^) +ρw ghw −ρHg gh Hg−ρair gh air+ρsea gh sea= P 2
Rearranging and neglecting the effect of air
column on pressure,
P 1 (^) − P 2 =−ρ (^) w ghw +ρHg gh Hg−ρsea gh sea= g ( ρHg h Hg−ρw hw − ρsea h sea )
Substituting,
= = 5.39 kPa
2
2
3 3
2 3 1 2
1000 kg m/s
1 kN (1000kg/m )( 0. 5 m) (1035kg/m)( 0. 3 m)]
P P (9.81m/s )[(13,600kg/m)( 0. 1 m)
3
3
1373 lbf
32.2lbmft/s
1 lbf ( 62. 4 lbm/ft )( 32. 2 ft/s)( 10 2 / 2 ft)(2ft 1 ft)
2
3 2
Vertical force on horizontal surface ( upward ):
1498 lbf
32.2lbmft/s
1 lbf ( 62. 4 lbm/ft)( 32. 2 ft/s)( 12 ft)(2ft 1 ft) 2
3 2
54 lbf
32.2lbmft/s
1 lbf ( 62. 4 lbm/ft )( 32. 2 ft/s)( 2 ft)(1- /4)(1ft)
( / 4 )( 1 ft) ( 1 / 4 )( 1 ft)
2
3 2 2
2 2 2
FV = Fy − W = 1498 − 54 = 1444 lbf
= + = + =
2 2 2 2 FR FH FV 1373 1444 1993 lbf
q = = = ® q = °
1444 lbf tan 1.052 46. 1373 lbf
V
H
Therefore, the magnitude of the hydrostatic force acting on the cylinder is 1993 lbf per ft length of the
cylinder, and its line of action passes through the center of the cylinder making an angle 46.4° upwards
from the horizontal.
F RR sin q - Wcyl R = 0 ¾ ¾® Wcyl = FR sin q = (1993 lbf)sin46.4° = 1444 lbf (per ft)