GO Fresh water flows horizontally from pipe section 1 of cross-sectional area A 1 into pipe section 2 of cross-sectional area A 2 . Figure 14-52 gives a plot of the pressure difference p 2 − p 1 versus the inverse area squared A 1 − 2 that would be expected for a volume flow rate of a certain value if the water flow were laminar under all circumstances. The scale on the vertical axis is set by Δ p s = 300 kN/m 2 . For the conditions of the figure, what are the values of (a) A 2 and (b) the volume flow rate? Figure 14-52 Problem 68.
GO Fresh water flows horizontally from pipe section 1 of cross-sectional area A 1 into pipe section 2 of cross-sectional area A 2 . Figure 14-52 gives a plot of the pressure difference p 2 − p 1 versus the inverse area squared A 1 − 2 that would be expected for a volume flow rate of a certain value if the water flow were laminar under all circumstances. The scale on the vertical axis is set by Δ p s = 300 kN/m 2 . For the conditions of the figure, what are the values of (a) A 2 and (b) the volume flow rate? Figure 14-52 Problem 68.
GO Fresh water flows horizontally from pipe section 1 of cross-sectional area A1 into pipe section 2 of cross-sectional area A2. Figure 14-52 gives a plot of the pressure difference p2− p1 versus the inverse area squared
A
1
−
2
that would be expected for a volume flow rate of a certain value if the water flow were laminar under all circumstances. The scale on the vertical axis is set by Δps = 300 kN/m2. For the conditions of the figure, what are the values of (a) A2 and (b) the volume flow rate?
1. An ideal gas is taken through a four process cycle abcda. State a has a pressure of 498,840 Pa. Complete the tables
and plot/label all states and processes on the PV graph. Complete the states and process diagrams on the last page.
Also, provide proper units for each column/row heading in the tables.
Pressure (Pa)
500,000
450,000
400,000
350,000
300,000
250,000
200,000
150,000
100,000
Process
ab
bc
cd
da
States
P( )
V( )
50,000
0
0.000
T = 500 K
T= 200 K
0.001
0.002
0.003
0.004
0.005
Volume (m^3)
Nature of Process
isothermal expansion to Vb = 0.005 m³ (T = 500 K)
isometric
isothermal compression to V₁ = 0.003 m³ (T = 200 K)
adiabatic compression to VA = 0.001 m³
b
C
a
T()
U ( )
Processes
a-b
Q( )
+802.852
W()
AU ( )
b-c
c→d
+101.928
da
Cycle
Plz no chatgpt I
A = 45 kN
a = 60°
B = 20 kN
ẞ = 30°
Problem:M1.1
You and your friends are on an archaeological adventure and are trying to disarm an ancient trap to do so you
need to pull a log straight out of a hole in a wall. You have 1 rope that you can attach to the log and there are
currently 2 other ropes and weights attached to the end of the log. You
know the force and direction of the ropes currently attached are arranged
as shown below what is the magnitude and direction 'e' of the minimum
force you need to apply to the third rope for the force on the log to be in
direction of line 'a'? What is the resultant force in direction 'a'?
a
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