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The report "Fluid Mechanics Lab Experiments" focuses on the critical analysis of the overview of the three fluid mechanics experiments that are the most common, and designed within the concepts of the Reynolds Number and Centre of Pressure. The experiments were conducted separately…
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Contents
Contents 1
Abstract 2
CENTRE OF PRESSURE 2
Introduction 2
Aim 3
Results 4
Conclusion 11
References 12
REYNOLDS EXPERIMENT 13
Introduction 13
Results 14
Calculations 14
Conclusion 22
Abstract
This paper gives an overview of the three fluid mechanics experiments that are the most common. These are designed within the concepts of the Reynolds Number and Centre of Pressure. The experiments were conducted separately. At first, an experiment was conducted with the aim of examining the main types of fluid flow, which include Laminar, Transitional and Turbulent flow. Further, the aforementioned experiment was aimed at establishing the relationship between the three types of fluid flow mentioned above and the Reynolds number. A number of parameters that are used in finding the Reynolds number were determined by altering a fluid’s flow velocity, thus the conditions for occurrence of laminar, transitional and turbulent flows were identified. In addition, the experiment’s center of pressure, for both partial and whole submerging of plane surfaces, was examined. In order to compare the theoretical and experimental centers of pressure, the submerged surfaces were placed at 0o and 30o. The experiment’s results fluctuated slightly as a result of the inaccuracy of measurements, which occasioned the difference between theoretical and experimental results. Despite the fact that there were some inaccurate measurements during the experiment, the right conclusions were drawn from the fitted curve in the graph.
CENTRE OF PRESSURE
Introduction
Centre of Pressure is a term that is used to refer to the point on a given body where the total pressure sum acts on it. The action of the force on the Centre of Pressure results in an equivalent force and moment. The direction of the force is guided by the point of pressure (Centre of Pressure). The experiment utilised an apparatus comprising of a Perspex assembly with a semi-circular quadrant for containing water. On the opposing side of the aforementioned quadrant, the apparatus had an additional tank that had a weight hanger that gave the setup a trimming facility. The apparatus was set up in such a way that the axes of the Perspex quadrant’s cylindrical sides were aligned with the centre of rotation. This was meant to ensure that only the fluid pressure moment acts on the apparatus.
Aim
This experiment is aimed at measuring the centre of pressure in two scenarios: for a plane that is fully submerged i.e. 0o; and for a plane that is submerged partially i.e. trimmed at 30o. In addition, the experiment is aimed at making comparisons between the theoretical values that exist regarding the centre of pressure, and experimental values for the same.
Results
W
(g)
M =W x 9.81x R3
h (mm)
h(m)
h3
(m3)
M+(yBR22*h/2)
Yp
(Experiment)
Yp
(Theoretical)
70
0.20601
170
0.17
0.004913
0.206635388
0
0.008235294
0.056666667
120
0.35316
150
0.15
0.003375
0.353711813
0
0.016
0.05
170
0.50031
135
0.135
0.00246038
0.500806631
0
0.025185185
0.045
220
0.64746
125
0.125
0.00195313
0.647919844
0
0.0352
0.041666667
270
0.79461
113
0.113
0.0014429
0.795025699
0
0.047787611
0.037666667
320
0.94176
105
0.105
0.00115763
0.942146269
0
0.060952381
0.035
370
1.08891
95
0.095
0.00085738
1.089259481
0
0.077894737
0.031666667
420
1.23606
90
0.09
0.000729
1.236391088
0
0.093333333
0.03
50
0.14715
140
0.14
0.002744
0.147665025
30
0.014285714
0.046666667
100
0.2943
125
0.125
0.00195313
0.294759844
30
0.032
0.041666667
150
0.44145
115
0.115
0.00152088
0.441873056
30
0.052173913
0.038333333
250
0.73575
100
0.1
0.001
0.736117875
30
0.1
0.033333333
300
0.8829
92
0.092
0.00077869
0.883238445
30
0.130434783
0.030666667
350
1.03005
84
0.084
0.0005927
1.030359015
30
0.166666667
0.028
400
1.1772
75
0.075
0.00042188
1.177475906
30
0.213333333
0.025
450
1.32435
70
0.07
0.000343
1.324607513
30
0.257142857
0.023333333
R1 is 100mm, R2 is 200mm, and R3 is 300 mm
B is 75mm
When M in Nm is plotted against h in m, the result is as follows:
Graph for zero degrees (0o)
Graph for thirty degrees (30o)
Graph for fully submerged surface both at 0o and 30o
When is plotted against h3, the following is the result:
For a 0o angle
For a 30o angle
Graph for partially submerged surface both at 0o and 30o
Yp (experimental) vs Yp (theoretical) yields the following graph:
The graph shows considerable disparity between the theoretical and measured values. The result is because of measurement errors for both W and h, coupled with errors in calculating M.
Conclusion
The study successfully determined the centre of pressure for both partially submerged plane and wholly submerged plane. The study’s results indicated substantial differences between the theoretical values for centre of pressure and the experimental values for the same. The discrepancies were explained by the fact that errors could have occurred in the apparatus and/or experimental procedures. Specifically, the discrepancies could have emanated from the fact that the weights of the pan and that of the balance were neglected in the experimental procedure.
References
Holton, J. R., & Hakim, G. J. (2012). An introduction to dynamic meteorology. Academic press.
Mohitpour, M., Golshan, H., Murray, M. A., &Mohitpour, M. (2000). Pipeline design & Holton, J. R., & Hakim, G. J. (2012). An introduction to dynamic meteorology. Academic press.
Renardy, M. (2012). Well-posedness of the hydrostatic MHD equations. Journal of Mathematical Fluid Mechanics, 14(2), 355-361.
Sardain, P., &Bessonnet, G. (2004). Forces acting on a biped robot. Center of pressure-zero moment point. Systems, Man and Cybernetics, Part A: Systems and Humans, IEEE Transactions on, 34(5), 630-637.
REYNOLDS EXPERIMENT
Introduction
Turbulent, Laminar, and Transitional flows can be quantified and characterized as follows using the Reynolds number.
NR > 4000 – Turbulent flow
NR < 2000 – Laminar flow
For 2000 < NR < 4000 – Transition region
In Laminar flow, the fluid slowly moves in layers through a pipe, and thus no mixing occurs. On the other hand, turbulent flow is characterized by a high velocity flow of fluid in which in-pipe mixing occurs. It is important to note at this point that the flow type can be influenced by the fluid’s viscosity. A fluid that is more viscous tends to flow smoothly resulting in Laminar flow as a result of the low Reynolds number that comes with viscous fluids.
Fluids that move in pipes at low velocities tend to occasionally form eddies. After they are formed, these eddies are expeditiously flattened out by the viscous forces of the fluid, causing the fluid to move in the pipe with a Laminar Flow. When the velocity of the fluid moving in the pipe is increased, more eddies are formed, which results in complex mixing of the entire fluid. After the complex mixing of the fluid starts, then the fluid is said to be moving with turbulent flow. There is however a Transitional region, which is the point between turbulent flow and laminar flow. That is, the point where the flow is neither turbulent nor laminar, whereby turbulence is not full-blown and laminar flow has not completely ended.
When the velocity at which a dyed fluid moved in a transparent pipe is varied, then one can study turbulent, laminar and transition flows. This will enable the Reynolds number to be derived because the flow rate of the fluid can be determined for each flow type; i.e. turbulent, laminar and transitional.
Results
Volume
Time
Flow rate
Temperature
Pipe Diameter
Velocity in Pipe
Viscosity
Re
Type of Flow
(L)
(s)
(L/s)
(C)
(mm)
(m/s)
0.295
5
0.059
27
12
0.5217
0.8334
7515.60
Turbulent
0.295
5
0.059
27
12
0.5217
0.8334
7515.60
Turbulent
0.300
5
0.060
27
12
0.5306
0.8334
7642.99
Turbulent
0.155
60
0.00258
27
12
0.0228
0.8334
328.45
Laminar
0.145
60
0.00241
27
12
0.02138
0.8334
307.84
Laminar
0.150
60
0.00250
27
12
0.02210
0.8334
318.21
Laminar
0.265
80
0.003125
27
12
0.02122
0.8334
305.69
Laminar
0.250
80
0.00227
27
12
0.02007
0.8334
289.12
Laminar
0.230
80
0.00209
27
12
0.02564
0.8334
369.36
Laminar
Calculations
Flow rate calculations:
Pipe velocity calculations:
Reynolds Number Calculations
A graph of Reynolds number vs Velocity
Conclusion
From the values of the Reynolds number calculated, the flow is clearly categorized into laminar flow, which has a Reynolds number above 2000, and turbulent flow, which has a Reynolds number above 4000. Despite the fact that one of the objectives of the experiment is to have a transitional flow between turbulent and laminar, with a Reynolds number between the range 2000 > NR < 4000, the experimental results could only be categorized as either turbulent or laminar. Measurement and errors occurred during the experiment. They are the main reason why the experiment could not establish transitional flow because it was difficult to have a clear-cut occurrence of transitional flow. The main difficulty was that it was tasking to maintain a steady speed of fluid flow for a time long enough to allow taking of accurate measurements, because the equipment in the laboratory were not in their best conditions. Despite the errors in the experiment and the resultant failure to establish the transitional flow, the experiment’s results are remarkably reliable. It was proved that the Reynolds number is dimensionless. That is, no unit was left after the calculation of the Reynolds number and thus it does not have a unit.
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