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Toaz - Bradley Aerodynamics Problem Solutions.

Bradley Aerodynamics Problem Solutions.
Course

Civil Engineering (BSCE 01)

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BERNOULLI’S EQUATION

  1. A pipe is gradually tapering in size, diminishing by 0 square foot per foot run. What is change

in velocity per foot run where pipe is 4 square foot in cross section if the velocity there is 90 feet

per seconds. Is the velocity increasing or decreasing?

Given:

dA/ds = -0 sq. foot per foot run

A = 4 sq. ft.

V = 90 ft/s

Required:

dV/ds

Solution:

dA

ds

A

=

dV

ds

V

−0.

4

=

dV

ds

90

dV

ds

=+2.

ft

s per foot run , increasing

  1. A circular pipe, 100 ft. long, gradually tapers from 3 ft. in diameter at one end to 2 ft. at other.

Fluid is flowing from bigger toward smaller end. What is the rate of increase in velocity at

entrance if the velocity there is 80 ft. per sec.?

Given:

V = 80 ft/s

Da = 3 ft.

Db = 2 ft.

L = 100 ft

Required:

dV/ds

Solution:

dA

ds

A

=

dV

ds

V

A 1

= ¼ π (3 ft)

2

= 9/4 π ft

2

A 2

= ¼ π (2 ft)

2

= π ft

2

dA

ds

=

π ft

2

9

4

π ft

2

100 ft

=−0 ft

−0 ft

9

4

π ft

2

=

dV

ds

80 ft / s

dV

ds

=0.

ft

s per ft. run

  1. A water pipe 8 inches in diameter gradually tapers down to 4 inches in diameter. The rate of

flow is 1000 gallon/minute. If the pressure is 20 lb. per sq. in where the diameter is 8 inches.

What is the pressure where diameter is 4 inches? Water weighs 62 lb. per cu. ft.)

Given:

Q = 1000

gallon

minute

(

231000 ft

3

1728 gallon

)(

1 minute

60 seconds

)

=2.

ft

3

seconds

V 1

=

Q

A

1

=

ft

3

s

π (

4

12

ft)

2

=6.

ft

s

V

2

=

Q

A

2

=

ft

3

s

π (

2

12

ft)

2

=25.

ft

s

P 1

=

lb

ft

2

( atm)+

[

20

lb

¿

2

∗ 144

]

( gage )=4996.

lb

ft

2

¿

Required:

P 2

Solution:

P

1

ρV

1

2

2

=P

2

ρV

2

2

2

P

2

=P

1

ρ

2

( V

1

2

−V

2

2

)

Given:

V 1

=

50

ft

s

V

2

= 35

ft

s

ρ =

lb

ft

3

Required:

P 1

  • P 2

Solution:

P

1

ρV

1

2

2

=P

2

ρV

2

2

2

P

1

−P

2

=

ρ

2

(V

2

2

−V

1

2

)

P

1

−P

2

=

lb

ft

3

2

(

ft

s

2

)

(( 50

ft

s

)

2

−( 35

ft

s

)

2

)

P

1

−P

2

=1235.

lb

ft

2

=8 psi

  1. The diameter of a horizontal pipe is 4 in. in which tetrabromosthane (spec. grav. = 3) is flowing

at rate of 0 cu. ft. per sec. The pressure is 30 psi (gage). If the tube gradually decreases to 3

in. What is the pressure?

Given:

Q = 0.

ft

3

seconds

V 1

=

Q

A

1

=

ft

3

s

1

4

π (

4

12

ft )

2

=5.

ft

s

V

2

=

Q

A

2

=

ft

3

s

1

4

π (

3

12

ft )

2

=10.

ft

s

P 1

=

lb

ft

2

( atm)+

[

30

lb

¿

2

∗ 144

]

( gage )=6436.

lb

ft

2

¿

ρ

substance

= (

specific gravity∗ρ

water

)

=

(

3 ∗62.

lb

ft

3

)

=187.

lb

ft

3

Required:

P 2

Solution:

P

1

ρV

1

2

2

=P

2

ρV

2

2

2

P

2

=6436.

lb

ft

2

lb

ft

3

2

(

ft

s

2

)

((5.

ft

s

)

2

−(10.

ft

s

)

2

)

P

2

=6230.

lb

ft

2

¿

(gage)

P

2

=28 psi

  1. Alcohol (spec. grav. = 0) is flowing through a horizontal pipe, which is 10 in. in diameter, with

velocity of 40 ft. per sec. At a smaller section of pipe, there is 6 psi less pressure. What is the

diameter?

Given:

V 1

=

40

ft

s

A

1

=

1

4

π (

10

12

ft )

2

=0 ft

2

P 1

  • P 2

=

[

6

lb

¿

2

∗ 144

]

= 864

lb

ft

2

ρ

substance

= (

specific gravity∗ρ

water

)

=

(

0∗62.

lb

ft

3

)

=49.

lb

ft

3

Required:

D 2

Solution:

A

2

=

A

1

1 +

2

V

1

2

ρ

subs

(P

1

−P

2

)

Given:

Q = 10

ft

3

seconds

V 1

=

Q

A

1

=

10

ft

3

s

π (

9

12

ft)

2

=5.

ft

s

V 2

=

Q

A

2

=

10

ft

3

s

π (

3

12

ft)

2

=50.

ft

s

P 1

=

lb

ft

2

( atm)+

[

20

lb

¿

2

∗ 144

]

( gage )=4996.

lb

ft

2

¿

Required:

P 2

Solution:

P

1

ρV

1

2

2

=P

2

ρV

2

2

2

P

2

=P

1

ρ

2

( V

1

2

−V

2

2

)

P

2

=4996.

lb

ft

2

lb

ft

3

2

(

ft

s

2

)

((5.

ft

s

)

2

−(50.

ft

s

)

2

)

P

2

=2513.

lb

ft

2

¿ (gage)

P

2

=2 psi

  1. Air flows through a horizontal pipe at the rate of 3000 cu. ft. per sec. If the pressure is 30 lb. per

sq. in. where diameter is 3 ft., what is the pressure where diameter is 2 ft?

Given:

Q = 3000

ft

3

seconds

V 1

=

Q

A

1

=

3000

ft

3

s

1

4

π ( 3 ft )

2

=424.

ft

s

V 2

=

Q

A

2

=

3000

ft

3

s

1

4

π ( 2 ft )

2

=954.

ft

s

P 1

=

lb

ft

2

( atm)+

[

30

lb

¿

2

∗ 144

]

( gage )=6436.

lb

ft

2

¿

Required:

P 2

Solution:

P

1

ρV

1

2

2

=P

2

ρV

2

2

2

P

2

=P

1

ρ

2

( V

1

2

−V

2

2

)

P

2

=6436.

lb

ft

2

slugs

ft

3

2

(( 424.

ft

s

)

2

−(954.

ft

s

)

2

)

P

2

=5566.

lb

ft

2

¿

(gage)

P

2

=23 psi

  1. Water flows through a horizontal pipe at the rate of 800 gallons per minute. What is the

difference in pressure between a point where diameter is 2 in. and a point where the diameter

is 1 in?

Given:

Q = 800

gallon

minute

(

231000 ft

3

1728 gallons

) (

1 minute

60 seconds

)

=1.

ft

3

seconds

V 1

=

Q

A

1

=

ft

3

s

1

4

π (

2

12

ft )

2

=81.

ft

s

V 2

=

Q

A

2

=

ft

3

s

1

4

π (

1

12

ft )

2

=326.

ft

s

ρ =

lb

ft

3

P

2

=12981.

lb

ft

2

¿

(gage)

P

2

=75 psi

VENTURI TUBE

  1. A Venturi Tube narrows down from 4 in. in diameter to 2 in. in diameter. What is the rate of

flow water if pressure at the throat is 2 lb. per sq. in less than larger section?

Given:

A 1

=

π

4

d

1

2

=

π

4

(

4

12

)

2

=

1

36

π ft

2

A

2

=

π

4

d

2

2

=

π

4

(

2

12

)

2

=

1

144

π ft

2

A 2

/A 1

= 1/

P 1

  • P 2

=

[

2

lb

¿

2

∗ 144

]

= 288

lb

ft

2

Required:

Q

Solution:

Q= A

2

P

1

−P

2

ρ

2

[ 1 −

####### (

A

2

A

1

####### )

2

]

Q=

1

144

π ft

2

288

lb

ft

2

lb

ft

3

2 (32.

ft

s

2

)

[ 1 −

(

1

4

)

2

]

Q=0.

ft

3

s

  1. A Venturi tube is 6 in. in diameter at entrance, where the pressure is 10 lb. per sq. in. The throat

is in 4 in. in diameter there the pressure is 6 lb. per sq. in. What is the flow of water??

Given:

A 1

=

π

4

d

1

2

=

π

4

(

6

12

)

2

=

1

16

π ft

2

A 2

=

π

4

d

2

2

=

π

4

(

4

12

)

2

=

1

36

π ft

2

A

2

/A

1

= 4/

P

1

  • P

2

=

10 psi− 6 psi=

[

4

lb

¿

2

∗ 144

]

= 576

lb

ft

2

Required:

Q

Solution:

Q= A

2

P

1

−P

2

ρ

2

[ 1 −

####### (

A

2

A

1

####### )

2

]

Q=

1

36

π ft

2

576

lb

ft

2

lb

ft

3

2 (32.

ft

s

2

)

[ 1 −

(

4

9

)

2

]

Q=2.

ft

3

s

  1. A 12 in. by 6 in. Venturi meter is located in a horizontal water line. If the pressure gages read 30

lb. per sq. in. and 16 lb. per sq. in, what is the flow?

Given:

A 1

=

π

4

d

1

2

=

π

4

(

12

12

)

2

=

1

4

π ft

2

A 2

=

π

4

d

2

2

=

π

4

(

6

12

)

2

=

1

16

π ft

2

A

2

/A

1

= 1/

P 1

  • P 2

=

30 psi− 16 psi=

[

14

lb

¿

2

∗ 144

]

= 2016

lb

ft

2

Required:

Q

Solution:

Q= A

2

P

1

−P

2

ρ

2

[ 1 −

####### (

A

2

A

1

####### )

2

]

Q=

1

16

π ft

2

2016

lb

ft

2

lb

ft

3

2 (32.

ft

s

2

)

[ 1 −

(

1

4

)

2

]

Q=9.

ft

3

s

STAGNATION POINT

Given:

P

s

−P

o

=0 psi∗ 144 = 36

lb

ft

2

ρ

10000

=0.

slugs

ft

3

Required:

V

Solution:

V =

P

s

−P

o

ρ

2

V =

36

lb

ft

2

slugs

ft

3

2

V =202 fps∗0= 120 knots

  1. An airplane is flying at sea level. The difference between impact and static pressure is 0 psi.

What is the airspeed in knots?

Given:

P

s

−P

o

=0 psi∗ 144 = 36

lb

ft

2

ρ

sealevel

=0.

slugs

ft

3

Required:

V

Solution:

V =

P

s

−P

o

ρ

2

V =

36

lb

ft

2

slugs

ft

3

2

V =174 fps∗0= 103 knots

  1. An airplane is flying at sea level. The difference between impact and static pressure is 0 psi.

What is the airspeed in knots?

Given:

V = 160

N. Mil

Hour

(

6080 ft

1 N. mil

)(

1 hr

3600 s

)

=270.

ft

s

ρ

10000

=0.

slugs

ft

3

Required:

P s

  • P o

Solution:

P

s

−P

o

=

ρ V

2

2 P

s

−P

o

=

slugs

ft

3

(270.

ft

s

)

2

2

P

s

−P

o

=63.

lb

ft

2

P

s

=0.

lb

¿

2

EQUATION OF STATE

  1. Find the density of air at 23 inHg pressure and 15 F.

Given:

T = 15 F + 459 = 474 R

P = 23 inHg

Required:

Density

Solution:

ρ = ρ

o

P

P

o

T

o

T

ρ = 0.

slugs

ft

3

23 inHg

29 inHg

518 R

574 R

ρ = 0.

slugs

ft

3

  1. Find the density of air at 23 inHg pressure and 15 F.

Given:

T = -1 F + 459 = 458 R

P = 17 inHg

Required:

Density and Temperature

Solution:

ρ = ρ

o

(

P

P

o

)

1

γ

ρ = 0.

slugs

ft

3

(

3 atm

1 atm

)

1

ρ = 0.

slugs

ft

3

T = T

o

ρ

o

ρ

P

P

o

T = ( 519 R)

slugs

ft

3

slugs

ft

3

3 atm

1 atm

T = 709 R−459.

T = 250 F

  1. Air at standard pressure and temperature is permitted to expand adiabatically to one-half

atmospheric pressure. What are the density and temperature?

Given:

P = ½ atm

Required:

Density and Temperature

Solution:

ρ = ρ

o

(

P

P

o

)

1

γ

ρ = 0.

slugs

ft

3

(

1

2

atm

1 atm

)

1

ρ = 0.

slugs

ft

3

T = T

o

ρ

o

ρ

P

P

o

T = ( 519 R)

slugs

ft

3

slugs

ft

3

1

2

atm

1 atm

T = 425 R−459.

T = − 34 F

  1. Air at standard pressure and temperature is adiabatically compressed to 50 psi. What is

temperature?

Given:

P = 50 psi

Required:

Temperature

Solution:

ρ = ρ

o

(

P

P

o

)

1

γ

ρ = 0.

slugs

ft

3

(

50 psi

14 psi

)

1

ρ = 0.

slugs

ft

3

T = T

o

ρ

o

ρ

P

P

o

T = ( 519 R)

slugs

ft

3

slugs

ft

3

50 psi

14 psi

T = 792 R−459.

T = 332 F

  1. Air at standard pressure and temperature is permitted to expand adiabatically to one-half

standard density. What are the pressure and temperature?

Given:

½ Density

Required:

Pressure and Temperature

Solution:

P = P

o

(

ρ

ρ

o

)

γ

P = 2116.

lb

ft

2

(

slugs

ft

3

2

slugs

ft

3

)

Solution:

a = 49 √T

a = 49. √

a = 1159.

ft

s

  1. Find the speed of sound at 2000 ft. altitude, where temperature is normally -12 F.

Given:

T = -12 F = 447 R

Required:

Speed of Sound, a

Solution:

a = 49. √

T

a = 49. √

a = 1037

ft

s

  1. Find the speed of sound on at 30000 ft. altitude, where temperature is normally -48 F.

Given:

T = -48 F = 441 R

Required:

Speed of Sound, a

Solution:

A = 49. √

T

a = 49 √441.

a = 994

ft

s

  1. Find the speed of sound when barometric pressure is 27 inHg and density is 0 slugs per

cu. ft.?

Given:

P = 27 inHg

(

lb

ft

2

29

¿=1923.

lb

ft

2

ρ = 0 slugs per cu. ft.

Required:

Speed of Sound, a

Solution:

a =

γP

ρ

a =

(1)¿ ¿ ¿

a = 1137.

ft

s

  1. Find the speed of sound when barometric pressure is 8 inHg and density is 0 slugs per

cu. ft.?

Given:

P = 8 inHg

(

lb

ft

2

29

¿=628.

lb

ft

2

ρ = 0 slugs per cu. ft.

Required:

Speed of Sound, a

Solution:

a =

γP

ρ

a = √

(1)¿ ¿ ¿

a = 987.

ft

s

BERNOULLI’S EQUATION FOR COMPRESSIBLE FLUIDS

  1. What would be the velocity, where the pressure is 13 psi if the fluid is incompressible?

Given:

P

1

=14.

lb

¿

2

*144=2116.

lb

ft

2

( gage) +2116.

lb

ft

2

( abs ) =4232.

lb

ft

2

(atm)

P

2

=13.

lb

¿

2

*144=

lb

ft

2

( gage) +2116.

lb

ft

2

( abs ) =4060.

lb

ft

2

(atm) V

1

= 500 ft

s

ρ= 0 slugs

ft

3

Required:

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Toaz - Bradley Aerodynamics Problem Solutions.

Course: Civil Engineering (BSCE 01)

136 Documents
Students shared 136 documents in this course
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BERNOULLI’S EQUATION
1. A pipe is gradually tapering in size, diminishing by 0.1 square foot per foot run. What is change
in velocity per foot run where pipe is 4 square foot in cross section if the velocity there is 90 feet
per seconds. Is the velocity increasing or decreasing?
Given:
dA/ds = -0.1 sq. foot per foot run
A = 4 sq. ft.
V = 90 ft/s
Required:
dV/ds
Solution:
dA
ds
A=
dV
ds
V
0.1
4=
dV
ds
90
dV
ds =+2.25 ft
sper foot run , increasing
2. A circular pipe, 100 ft. long, gradually tapers from 3 ft. in diameter at one end to 2 ft. at other.
Fluid is flowing from bigger toward smaller end. What is the rate of increase in velocity at
entrance if the velocity there is 80 ft. per sec.?
Given:
V = 80 ft/s
Da = 3 ft.
Db = 2 ft.
L = 100 ft
Required:
dV/ds
Solution:

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