Z = 15 m 0.12 m ID pipe P2 = ?? kPa 0.07 m ID pipe P1 = 325 kPa Flow = 6 liter/sec water 2. Apply the Bernoulli equation to determine the exit pressure of the stream when it exists the system, given all other necessary parameters shown in the diagram. Suggest that you use metric units (kg/meter/sec) to solve the problem and recall the following unit definitions. 1PA=1 N/m^2, 1 N=1kg-m/s^2. Velocity at entrance_ meters/sec meters/sec. Velocity at exit_ Exit pressure at P2_ kPa. d₁ = 0.07m 7cm d2 = 0.12m 12cm AZ = = 150 15 й = L = 6-* S Bernoullis Eq →> v m S A(m²) 1m³ ☐ * 103L πα ΔΡ Au² + ρ 2 m P2 - P1 + + 9.8 1000 kg 2 S² m3 * + gaz = 0 * 15m = 0

College Physics
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Chapter11: Fluid Statics
Section: Chapter Questions
Problem 51PE: A twin-sized air mattress used for camping has dimensions of 100 cm by 200 cm by 15 cm when blown...
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plz type equations in word

Z = 15 m
0.12 m ID pipe
P2 = ?? kPa
0.07 m ID pipe
P1 = 325 kPa
Flow = 6 liter/sec water
Transcribed Image Text:Z = 15 m 0.12 m ID pipe P2 = ?? kPa 0.07 m ID pipe P1 = 325 kPa Flow = 6 liter/sec water
2. Apply the Bernoulli equation to determine the exit pressure of the stream when it
exists the system, given all other necessary parameters shown in the diagram.
Suggest that you use metric units (kg/meter/sec) to solve the problem and recall the
following unit definitions. 1PA=1 N/m^2, 1 N=1kg-m/s^2.
Velocity at entrance_
meters/sec
meters/sec.
Velocity at exit_
Exit pressure at P2_
kPa.
d₁
= 0.07m 7cm
d2 = 0.12m
12cm
AZ = = 150 15
й
=
L
= 6-*
S
Bernoullis Eq →>
v
m
S
A(m²)
1m³ ☐
*
103L πα
ΔΡ Au²
+
ρ 2
m
P2 - P1
+
+ 9.8
1000
kg 2
S²
m3
*
+ gaz
=
0
* 15m = 0
Transcribed Image Text:2. Apply the Bernoulli equation to determine the exit pressure of the stream when it exists the system, given all other necessary parameters shown in the diagram. Suggest that you use metric units (kg/meter/sec) to solve the problem and recall the following unit definitions. 1PA=1 N/m^2, 1 N=1kg-m/s^2. Velocity at entrance_ meters/sec meters/sec. Velocity at exit_ Exit pressure at P2_ kPa. d₁ = 0.07m 7cm d2 = 0.12m 12cm AZ = = 150 15 й = L = 6-* S Bernoullis Eq →> v m S A(m²) 1m³ ☐ * 103L πα ΔΡ Au² + ρ 2 m P2 - P1 + + 9.8 1000 kg 2 S² m3 * + gaz = 0 * 15m = 0
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