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· 1-5 · 6-10 · 11-15 · 16-20 · 21-25 · 26-30 · 31-35 · 36-40 · 41-45 · 46-50 · 51-55 ·Viscous Effects: Fluid Resistance
This problem is located in Fluid Mechanics by Victor Streeter 5.4. The answers given for this problem are: 0.126 lb, 1.064X 10-6 cfs. The problems states: Determine the force on the piston of Fig. 5.42a due to shear and the leakage from the pressure chamber for U=0. I have sketched Fig. 5.42a in a powerpoint slide and am attaching it. Thank you.
Subject:
Mechanical and Materials Engineering
Topic:
Fluid Mechanics
Posting ID:
7521
OTA ID:
103722
Nonuniform flow compared to avg velocity
Compare a nonuniform flow with the average velocity see attachment
Subject:
Mechanical and Materials Engineering
Topic:
Fluid Mechanics
Posting ID:
9474
OTA ID:
103824
Hydraulic Accumulator Volume and Energy Problem
The diagram on the right shows the cross- section of an accumulator. When the hydraulic system was commissioned, the bladder was charged to a pressure of 50 bar and the volume of gas was 2 litres. What is the volume of the bladder when the system pressure is 200 bar? The accumulator is used in an intermittent application where the system is pumped- up to 200 bar, the pump is switched off and power is supplied by the accumulator until the system pressure drops to 100 bar. Please estimate how much energy is available from the accumulator under these conditions?
Subject:
Mechanical and Materials Engineering
Topic:
Fluid Mechanics
Posting ID:
10277
OTA ID:
102862
Gear pump volume and pressure difference problem
The diagram shows a gear pump. The maximum diameter of the gear wheels is 80 mm, the diameter of the roots of the teeth is 50 mm and the tooth width is 20mm. If the pump is driven at 500 rpm, please estimate the volume of oil pumped every minute. If the pressure difference across the pump is 50 bar, what shaft power has to be provided by the drive motor? You may assume the efficiency of the pump is 80%.
Subject:
Mechanical and Materials Engineering
Topic:
Fluid Mechanics
Posting ID:
10278
OTA ID:
103877
A trapezoidal channel made out of brick, with bottom width 6ft and with bottom slope 0.001, is to carry 600cfs. What should be the side slopes and depth of channel for the least number of bricks? Arrange the problem to solve it.
Subject:
Mechanical and Materials Engineering
Topic:
Fluid Mechanics
Posting ID:
12397
OTA ID:
103997
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