Experiment Instructions: HM 225.03 Bernoulli's Principle
Experiment Instructions: HM 225.03 Bernoulli's Principle
Experiment Instructions: HM 225.03 Bernoulli's Principle
Experiment Instructions
Dipl.-Geogr. Uta Linke
i
HM 225.03 BERNOULLI’S PRINCIPLE
Table of Contents
1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
2 Safety . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
2.1 Intended use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
2.2 Structure of safety instructions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
2.3 Safety instructions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
2.4 Ambient conditions for the operating and storage location . . . . . . . . . 3
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4 Fundamentals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
5 Experiments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
5.1 Objective of the experiment. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
5.2 Conducting the experiment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
5.3 Measured values . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
5.4 Analysis of the experiment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
6 Appendix . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
6.1 Technical data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
6.2 List of abbreviations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
6.3 List of formula symbols and units . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
6.4 Conversion tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
6.5 Worksheet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
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HM 225.03 BERNOULLI’S PRINCIPLE
1 Introduction
1 Introduction 1
HM 225.03 BERNOULLI’S PRINCIPLE
2 Safety
2 Safety 2
HM 225.03 BERNOULLI’S PRINCIPLE
Symbol Explanation
Note
WARNING
Sharp-edged and sensitive pilot-static tube.
The tip of the pilot-static tube may cause injury, for
example to the eyes.
The pilot-static tube is very sensitive. It can easily
be bent or damaged.
• Handle the pilot-static tube with care.
WARNING
Risk of injuries
• Please also note the safety information in the
instructions for the HM 225 Aerodynamics
Trainer.
• Enclosed space.
• Free from dirt and humidity.
• Level and fixed surface.
• Frost-free.
2 Safety 3
HM 225.03 BERNOULLI’S PRINCIPLE
6
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3
7
3.2 Installation
Stabilisation
tank (HM 225)
HM 225.03
Nut Clamp
Fig. 3.4 Clamp bracket
1 2
3.3 Operation
NOTICE
There is an offset between the measurement port
for total pressure and the measurement ports for
static pressure.
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NOTICE
Each side body weighs approx. 900 g. If the side
bodies fall down they may cause damage to the
device.
4 Fundamentals
A2 ·
A1 · · V = A v = constant (4.1)
V1 = V2
·
V Volume flow
Fig. 4.1 Flow through pipe sections
with different cross-section A Cross-section area
areas
v flow velocity
The continuity equation applies to incompressible
fluids, i.e. fluids the density of which does not
depend on the pressure. The density of com-
pressible fluids (gases) is pressure-dependent.
Gases with slight pressure differences are not
regarded as incompressible. The continuity equa-
tion also applies here.
For Fig. 4.1 we can therefore state that there is a
lower flow velocity in the left pipe section with the
larger cross-section area while the flow velocity is
higher in the right pipe section with the smaller
cross-section area. The volumetric flow rate is the
same in both pipe sections.
· ·
V1 = V2 = A1 v1 = A2 v2 (4.2)
4 Fundamentals 9
HM 225.03 BERNOULLI’S PRINCIPLE
v flow velocity
g gravitational acceleration
h height
The following applies
p stat static pressure. This is the
pressure that the air at rest
exerts on an area.
--- v 2 dynamic pressure. The
2
dynamic pressure is generated
by the flowing air and depends
on the velocity of the air.
or
p total = p stat + p dyn = constant (4.5)
4 Fundamentals 10
HM 225.03 BERNOULLI’S PRINCIPLE
pstat
ptotal
pdyn
h1 h2 href
4 Fundamentals 11
HM 225.03 BERNOULLI’S PRINCIPLE
4 Fundamentals 12
HM 225.03 BERNOULLI’S PRINCIPLE
5 Experiments
5 Experiments 13
HM 225.03 BERNOULLI’S PRINCIPLE
WARNING
Risk of injuries
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5 Experiments 14
HM 225.03 BERNOULLI’S PRINCIPLE
in mm in mm² in mm in mm in mm in mm in mm in mm in m/s
WC WC WC WC WC WC
5 3415,0 160 186 201 41 15 26 20,8
10 3250,0 160 187 201 41 14 27 21,2
15 3125,0 160 190 201 41 11 30 22,4
20 3000,0 160 193 201 41 8 33 23,5
25 2875,0 160 196 201 41 5 36 24,5
30 2750,0 160 200 201 41 1 40 25,8
35 2625,0 160 204 201 41 -3 44 27,1
40 2500,0 160 209 201 41 -8 49 28,6
45 2375,0 160 214 201 41 -13 54 30,0
50 2250,0 160 220 201 41 -19 60 31,6
55 2125,0 160 225 201 41 -24 65 32,9
60 2000,0 160 230 201 41 -29 70 34,2
65 2000,0 160 235 201 41 -34 75 35,4
70 2000,0 160 237 201 41 -36 77 35,8
75 2000,0 160 239 201 41 -38 79 36,3
80 2000,0 160 239 201 41 -38 79 36,3
85 2000,0 160 240 201 41 -39 80 36,5
90 2000,0 160 240 201 41 -39 80 36,5
95 2000,0 160 240 201 41 -39 80 36,5
100 2000,0 160 240 201 41 -39 80 36,5
105 2037,5 160 239 201 41 -38 79 36,3
110 2075,0 160 237 201 41 -36 77 35,8
115 2112,5 160 236 201 41 -35 76 35,6
120 2150,0 160 234 201 41 -33 74 35,1
125 2187,5 160 232 201 41 -31 72 34,6
Tab. 5.1 Measured values
5 Experiments 15
HM 225.03 BERNOULLI’S PRINCIPLE
5 Experiments 16
HM 225.03 BERNOULLI’S PRINCIPLE
20 20
40 40
60 60
80 80
100 100
120 120
140 140
160 160
180 180
200 200
Position in mm
Position in mm
220 220
240 240
260 260
280 280
300 300
Total pressure ptotal Cross-section area in mm²
Static pressure pstat
Dynamic pressure pdyn
Fig. 5.2 Pressure distribution and cross-section areas in the Venturi nozzle
5 Experiments 17
HM 225.03 BERNOULLI’S PRINCIPLE
5 Experiments 18
HM 225.03 BERNOULLI’S PRINCIPLE
200 200
Position in mm
Position in mm
220 220
240 240
260 260
280 280
300 300
Flow velocity v Cross-section area in mm²
Fig. 5.3 Flow velocities and cross-section areas in the Venturi nozzle
5 Experiments 19
HM 225.03 BERNOULLI’S PRINCIPLE
6 Appendix
Dimensions
Length x Width x Height 230 x 130 x 410 mm
Weight approx. 4 kg
Pilot-static tube
Diameter of the measurement ports for static pressure 0,4 mm
Diameter of the measurement port for total pressure 1,2 mm
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6 Appendix 20
HM 225.03 BERNOULLI’S PRINCIPLE
mm mm mm mm² mm mm mm mm²
6 Appendix 21
HM 225.03 BERNOULLI’S PRINCIPLE
Abbreviation Meaning
WC Water column
Formula sym-
Mathematical/physical variable Unit
bols
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h Water column
p Pressure
Density kg/m³
6 Appendix 22
HM 225.03 BERNOULLI’S PRINCIPLE
6 Appendix 23
HM 225.03 BERNOULLI’S PRINCIPLE
6.5 Worksheet
Experiment no.
60 to 100
Position of the contraction of the Venturi nozzle
200 to 240
Air temperature °C
Potentiometer setting
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Water column in mm WC
Position
in mm
h1 h2 href
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
6 Appendix 24
HM 225.03 BERNOULLI’S PRINCIPLE
Experiment no.
Water column in mm WC
Position
in mm
h1 h2 href
90
95
100
105
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110
115
120
125
130
135
140
145
150
155
160
165
170
175
180
185
190
195
6 Appendix 25
HM 225.03 BERNOULLI’S PRINCIPLE
Experiment no.
Water column in mm WC
Position
in mm
h1 h2 href
200
205
210
215
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220
225
230
235
240
245
250
255
260
265
270
275
280
285
290
295
6 Appendix 26