FM230-Hydraulics Lab 2 2010 Small Rig ADL
-
Upload
alex-repsevicius -
Category
Documents
-
view
225 -
download
0
Transcript of FM230-Hydraulics Lab 2 2010 Small Rig ADL
-
8/2/2019 FM230-Hydraulics Lab 2 2010 Small Rig ADL
1/12
Fluid Mechanics 230 Laboratory Session 2
Faculty of Science & Engineering, Curtin University of Technology
SUBMISSION SHEET FOR ASSESSED WORK
COMPLETE THE TOP HALF OF THIS SHEET AND ATTACH THE WHOLE OF THESHEET TO THE FRONT OF YOUR SUBMISSION
Unit: Fluid Mechanics 230Activity type: LaboratoryTitle of Activity: (Lab-Experiments)Credit for Activity: (10% of Unit)Note for guidance: It is expected that an average student will take 5-6hours
(excluding any laboratory time) to complete this work
STUDENT: NAME: ____________________________ NUMBER:___________
DATE ACTIVITY CARRIED OUT: ______________________
DATE OF THIS SUBMISSION: ______________________
DECLRATION: Having read and understood Curtin Universitys policy onplagiarism and collusion, I confirm that this submission is my ownwork; any other material contained herein is clearly acknowledged.
Signed
OPTIONAL Ho long did o take to complete this piece of ork?
-
8/2/2019 FM230-Hydraulics Lab 2 2010 Small Rig ADL
2/12
OPTIONAL: How long did you take to complete this piece of work?
Fluid Mechanics 230 Laboratory Session 2
discussion ofresults
Conclusions 10%
Quality of overallpresentation ofreport
10%
General Comments from Marker:
Overall Mark Awarded: _______________
Marker: ____________________Date of Return:____________________LABORATORY NUMBER 2
FLOW THROUGH PIPES1. Introduction:
This experiment is designed to permit the study of flow in pipes, not only ineach of the laminar and turbulent regimes but also in the transitionalregime between laminar and turbulent flow. The pressure gradient in thepipe will be measured and the pipes friction factor evaluated for differentflow rates.
2. Objectives
-
8/2/2019 FM230-Hydraulics Lab 2 2010 Small Rig ADL
3/12
Fluid Mechanics 230 Laboratory Session 2
Figure 1. Laboratory equipment for the study of flow through a pipe
4. Procedure
Refer to the equipment layout shown in Figures 5 and 6 in the Appendix.
First check that the apparatus is leveled so that the manometers stand vertically. Because of the
large range of head differences, the readings are taken in two sets: those for lower flow rates
with the water manometer, and those for high flow rates using the mercury manometer. In total,
take 30 eadi g t e the la i a t a iti al a d t b le t fl egi e a f ll
-
8/2/2019 FM230-Hydraulics Lab 2 2010 Small Rig ADL
4/12
Fluid Mechanics 230 Laboratory Session 2
Turn off the needle valve (to stop the flow) to check that mercury levels in the twobranches of the manometer are level.
Use the needle valve to regulate the flow rate in the pipe. Small head difference should
correspond to the transitional flow. It is advisable to overlap the first few mercurymanometer readings with those of water manometer readings in Section 4.1 above..
Take the readings of mercury manometers h1 and h2.
Calculate the flow rates in the same way that you did for water-manometer cases.
5. Data Collection and Results
5.1 Properties of water, mercury and pipe
Density of water(kg/m3) 1,000
Dynamic viscosity of water at 200C (N.s/m2) 1.002 10-3
Diameter of pipe (mm) 3
Length of pipe between piezometer tappings (mm) 524
Roughness height of pipe wall material k (mm) 0 0015
-
8/2/2019 FM230-Hydraulics Lab 2 2010 Small Rig ADL
5/12
Fluid Mechanics 230 Laboratory Session 2
12
Mercury Manometer Readings
TestNo.
Qty(ml)
t
(s)
Flowrate
(m3/s)
V (m/s)
h1(mm)
h2(mm)
Hydraulicgradient,
i131415
16171819202122
2324252627282930
-
8/2/2019 FM230-Hydraulics Lab 2 2010 Small Rig ADL
6/12
Fluid Mechanics 230 Laboratory Session 2
161718
19202122232425
2627282930
6.1 Analysis and Report
For the analysis,
1. Plot hydraulic gradient, i, against the mean velocity of the flow, V,
and identif the flo speed regions of laminar and t rb lent flo
-
8/2/2019 FM230-Hydraulics Lab 2 2010 Small Rig ADL
7/12
Fluid Mechanics 230 Laboratory Session 2
APPENDIX:Formulae and Figures 2-7
A1. Useful formulae for the analysis of pipe flows
The head loss due to friction can be calculated using Darcy-Weisbachequation:
g
V
D
Lfh
L 2
2
= (Eq
1)
Hydraulic gradient
Dg
Vf
L
hi L
2
2
== (Eq 2 )
For Water manometer:
L
hhi
)( 21 = (Eq 3 )
where the units ofh1, h2and L are the same.
For mercury manometer:hh
i
)15.13)(( 21
(E 4)
-
8/2/2019 FM230-Hydraulics Lab 2 2010 Small Rig ADL
8/12
Fluid Mechanics 230 Laboratory Session 2
2 L = Distance between two piezometer points
-
8/2/2019 FM230-Hydraulics Lab 2 2010 Small Rig ADL
9/12
Fluid Mechanics 230 Laboratory Session 2
A2. Figures 2-7
Figure 2. Typical laminar flow Figure 3. Typical turbulent flow
-
8/2/2019 FM230-Hydraulics Lab 2 2010 Small Rig ADL
10/12
Fluid Mechanics 230 Laboratory Session 2
Fi 5 Di ti t f th t (S ll i )
-
8/2/2019 FM230-Hydraulics Lab 2 2010 Small Rig ADL
11/12
Fluid Mechanics 230 Laboratory Session 2
Air valve
Mercury U-tube
Water manometer
Testing pipe
Air valve
Mercury U-tube
Water manometer
Testing pipe
-
8/2/2019 FM230-Hydraulics Lab 2 2010 Small Rig ADL
12/12
Fluid Mechanics 230 Laboratory Session 2
Fig. 7: Moody diagram
Page 12 of 12