Reconsider Prob. 8-78. In order to drain the tank faster, a pump is installed near the tank exit as in Fig. 8-79. Determine how much pump power input is necessary to establish an average water velocity of 4 m/s when the tank is full at z = 2 In. Also, assuming the discharge velocity to remain constant, estimate the time required to drain the tank. Someone suggests that it makes no difference whether the pump is located at the begining or at the end of the pipe, and that the performance will be the same in either, case, but another person argues that placing the pump near the end of the pipe may cause cavitation. The water temperature is 30CC. so the water vapor pressure is P1. 4.236 kPa 0.43 m H 2 O, and the system is located at sea level. Investigate if there is the possibility of cavitation and if we should be concerned about the location of the plump.
Reconsider Prob. 8-78. In order to drain the tank faster, a pump is installed near the tank exit as in Fig. 8-79. Determine how much pump power input is necessary to establish an average water velocity of 4 m/s when the tank is full at z = 2 In. Also, assuming the discharge velocity to remain constant, estimate the time required to drain the tank. Someone suggests that it makes no difference whether the pump is located at the begining or at the end of the pipe, and that the performance will be the same in either, case, but another person argues that placing the pump near the end of the pipe may cause cavitation. The water temperature is 30CC. so the water vapor pressure is P1. 4.236 kPa 0.43 m H 2 O, and the system is located at sea level. Investigate if there is the possibility of cavitation and if we should be concerned about the location of the plump.
Solution Summary: The author explains the pump power input, the time required for draining the tank, and the energy equation.
Reconsider Prob. 8-78. In order to drain the tank faster, a pump is installed near the tank exit as in Fig. 8-79. Determine how much pump power input is necessary to establish an average water velocity of 4 m/s when the tank is full at z = 2 In. Also, assuming the discharge velocity to remain constant, estimate the time required to drain the tank. Someone suggests that it makes no difference whether the pump is located at the begining or at the end of the pipe, and that the performance will be the same in either, case, but another person argues that placing the pump near the end of the pipe may cause cavitation. The water temperature is 30CC. so the water vapor pressure is P1. 4.236 kPa 0.43 m H2O, and the system is located at sea level. Investigate if there is the possibility of cavitation and if we should be concerned about the location of the plump.
-6-
8 من 8
Mechanical vibration
HW-prob-1
lecture 8 By: Lecturer Mohammed O. attea
The 8-lb body is released from rest a distance xo
to the right of the equilibrium position.
Determine the displacement x as a function of time t,
where t = 0 is the time of release.
c=2.5 lb-sec/ft
wwwww
k-3 lb/in.
8 lb
Prob. -2
Find the value of (c) if the system is critically
damping.
Prob-3
Find Meq and Ceq at point B, Drive eq. of
motion for the system below.
Ш
H
-7~
+
目
T T & T
тт
+
Q For the following plan of building foundation, Determine
immediate settlement at points (A) and (B) knowing that: E,-25MPa,
u=0.3, Depth of foundation (D) =1m, Depth of layer below base level
of foundation (H)=10m.
3m
2m
100kPa
A
2m
150kPa
5m
200kPa
B
W
PE
2
43
R² 80 + 10 + kr³ Ø8=0 +0
R²+J+ kr200
R² + J-) + k r² = 0
kr20
kr20
8+
W₁ =
= 0
R²+1)
R²+J+)
4
lec 8.pdf
Mechanical vibration
lecture 6
By: Lecturer Mohammed C. Attea
HW1 (Energy method)
Find equation of motion and natural frequency for the system shown in fig. by energy
method.
m. Jo
000
HW2// For the system Fig below find
1-F.B.D
2Eq.of motion
8 wn
4-0 (1)
-5-
m
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.