Fluid Mechanics: Solutions to Pressure and Hydrostatic Force Problems, Assignments of Fluid Mechanics

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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2024/2025

Uploaded on 07/17/2025

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Solutions to Homework Assignment #2
Problem-1: Solution
Solution Fresh and seawater flowing in parallel horizontal pipelines are connected to
each other by a double U-tube manometer. The pressure difference between the two
pipelines is to be determined.
Assumptions 1 All the liquids are
incompressible. 2 The effect of air
column on pressure is negligible.
Properties The densities of seawater and
mercury are given to be
ρ
sea = 1035 kg/m3
and
ρ
Hg = 13,600 kg/m3. We take the
density of water to be
ρ
w =1000 kg/m3.
Analysis Starting with the pressure in
the fresh water pipe (point 1) and moving
along the tube by adding (as we go down)
or subtracting (as we go up) the
gh
ρ
terms
until we reach the sea water pipe (point 2),
and setting the result equal to P2 gives
2seaseaairairHgHgw1
PghghghghP
w
=++
ρρρρ
Rearranging and neglecting the effect of air
column on pressure,
)(
seaseawHgHgseaseaHgHgw21
hhhgghghghPP
ww
ρρρρρρ
=+=
Substituting,
kPa 5.39==
=
2
2
33
32
21
kN/m 39.5
m/skg 1000
kN 1
m)] 3.0)(kg/m (1035m) 5.0)(kg/m (1000
m) 1.0)(kg/m )[(13,600m/s (9.81PP
Therefore, the pressure in the fresh water pipe is 5.39 kPa higher than the pressure in the
sea water pipe.
Discussion A 0.70-m high air column with a density of 1.2 kg/m3 corresponds to a
pressure difference of 0.008 kPa. Therefore, its effect on the pressure difference between
the two pipes is negligible.
Fresh
water
hse
h
air
Sea
water
Air
h
Hg
hw
pf3
pf4
pf5

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Solutions to Homework Assignment

Problem-1: Solution

Solution Fresh and seawater flowing in parallel horizontal pipelines are connected to

each other by a double U-tube manometer. The pressure difference between the two

pipelines is to be determined.

Assumptions 1 All the liquids are

incompressible. 2 The effect of air

column on pressure is negligible.

Properties The densities of seawater and

mercury are given to be ρsea = 1035 kg/m

3

and ρHg = 13,600 kg/m

3

. We take the

density of water to be ρw =1000 kg/m

3

Analysis Starting with the pressure in

the fresh water pipe (point 1) and moving

along the tube by adding (as we go down)

or subtracting (as we go up) the ρ gh^ terms

until we reach the sea water pipe (point 2),

and setting the result equal to P 2 gives

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

  1. 39 kN/m

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)

Therefore, the pressure in the fresh water pipe is 5.39 kPa higher than the pressure in the

sea water pipe.

Discussion A 0.70-m high air column with a density of 1.2 kg/m

3

corresponds to a

pressure difference of 0.008 kPa. Therefore, its effect on the pressure difference between

the two pipes is negligible.

Fresh

water

h se

h air

Sea

water

Mercury

Air

h Hg

h w

Problem-2: Solution

Problem-3: Solution

Solution The height of a water reservoir is controlled by a cylindrical gate hinged to

the reservoir. The hydrostatic force on the cylinder and the weight of the cylinder per ft

length are to be determined.

Assumptions 1 The hinge is frictionless. 2 Atmospheric pressure acts on both sides of

the gate, and thus it can be ignored in calculations for convenience.

Properties We take the density of water to be 62.4 lbm/ft

3

throughout.

Analysis ( a ) We consider the free body diagram of the liquid block enclosed by the

circular surface of the cylinder and its vertical and horizontal projections. The hydrostatic

forces acting on the vertical and horizontal plane surfaces as well as the weight of the

liquid block per ft length of the cylinder are:

Horizontal force on vertical surface:

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

= + ×

F H = Fx = PaveA =ρ ghCA = ρ gs + R A

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

= ×

FV = Fy = PavgA =ρ ghCA = ρ ghbottomA

Weight of fluid block per ft length (downward):

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

W mg ρ g V ρ gR π R ρ gR π

Therefore, the net upward vertical force is

FV = FyW = 1498 − 54 = 1444 lbf

FH

W^ FV

R =

s = 10 ft

b = R

=2 ft

Then the magnitude and direction of the hydrostatic force acting on the cylindrical

surface become

= + = + =

2 2 2 2 FR FH FV 1373 1444 1993 lbf

q = = = ® q = °

1444 lbf tan 1.052 46. 1373 lbf

V

H

F

F

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.

( b ) When the water level is 12-ft high, the gate opens and the reaction force at the bottom

of the cylinder becomes zero. Then the forces other than those at the hinge acting on the

cylinder are its weight, acting through the center, and the hydrostatic force exerted by

water. Taking a moment about the point A where the hinge is and equating it to zero gives

F RR sin q - Wcyl R = 0 ¾ ¾® Wcyl = FR sin q = (1993 lbf)sin46.4° = 1444 lbf (per ft)

Discussion The weight of the cylinder per ft length is determined to be 1444 lbf, which

corresponds to a mass of 1444 lbm.