ENGR3345_Group3_Lab6_Closed_Conduit_FLow
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Department of Civil Engineering
Lab 6: Closed Conduit Flow Fluid Mechanics Laboratory Section 1
Prepared by:
Dorsey, Fahim – Results
McManus, Harrison – Introduction & Full Report Review
Moreno, Jesus – Conclusion
Partain, Ethan – Discussion
Rosenberg, Austin – Executive Summary, Materials and
Methods, & Template Design
ENGR 3345 – Fluid Mechanics Laboratory
David S. Ancalle, P.E
November 15
th
, 2023
2
Table of Contents:
Cover Page ………………………………………………………………………………………………………………. 0
Table of Contents …………………………………………………………………………………………………….. 1
Executive Summary …………………………………………………………………………………………….……. 2
Introduction ……………………………………………………………………………………………………….…….. 2-3
Materials & Methods ……………………………………………………………………………………………….. 3-4
Results ………………………………………………………………………………………………………….………….. 5-6
Discussion ………………………………………………………………………………………………………………... 7-9
Conclusion ……………….…………………………………………………………………………………………..….. 10
References …………………………………………………………………………………………………………..….. 11
Appendix …….…………..…………………………………………………………………………………………..….. 12
2
Executive Summary
The main goals of this experiment were to view major and minor losses experimentally, investigate the relationship between pressure drops and energy losses, and calculate friction factors and loss coefficients. The energy equation was the start for the analysis of losses in a closed conduit system. Three different tests were to be carried out, that included divided flow with parallel pipes, minimal loss with a half-open ball valve in a smooth pipe, and friction loss in a rough pipe. The findings showed patterns in friction factors in relation to Reynolds numbers, which made it possible to compare the findings with well-known formulas like the Swamee-Jain equation. The split flow experiment used a trial-
and-error approach to reduce head loss, and the ball valve's estimated minor loss coefficient was compared with published values.
Introduction
The Materials and Methods
Equipment and Materials:
The experimental setup involved the use of AFTC (Advanced Fluids Training and Calibration) software, a pump actuator (AB-1 button), a hydraulic network with manometer tubes, and a variety of pipes and valves. The tests were designed to find friction losses in a rough pipe, minor losses with a half-open ball valve in a smooth pipe, and split flow in parallel pipes. Specific instruments included manometer tubes for pressure measurements, a ball valve for controlling flow, and various pipes of different diameters and lengths.
2
Experimental Procedure:
1.
Friction Loss (Rough Pipe with No Minor Losses):
The experiment began with the start of the pump actuator through the AFTC software. For each flow rate, the length of the pipe across two manometer tubes was measured, and the diameter of the pipe was recorded. Pressure head differences were recorded for at least eight readings, and data was collected.
2.
Minor Loss (Smooth Pipe with a Ball Valve Half Open):
In this test, the length and
diameter of the pipe were measured, and a ball valve was opened halfway. The pressure head differences were recorded for four different flow rates.
3.
Split Flow (Smooth Pipe with Split Flow):
This test used the measurement of minor loss components such as elbows, tees, and valves. The lengths and diameters of the pipes in the upper and lower sections were measured. A ball valve was opened halfway, and pressure head differences were recorded for four flow rates. Theoretical calculations involved a trial-and-error method to minimize head losses.
These procedures were conducted while considering a roughness height (ε) of 0.175 mm for calculations. The data collected was used to find friction factors, Reynolds numbers, and minor loss coefficients, and plots were created to analyze trends and compare with equations.
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Related Questions
The information shown in this attached document. This has been extracted from the Expert Panel Report on the Cadia tailings dam failure which formed your required module reading. Describe in short dot point form two conclusions you would draw for each of the three topics:
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SUBJECT
DATE
DURATION
EXAMINER
TOTAL MARKS
QUESTION 1
:
a)
b)
c)
:
26,5
19.0
13,2
9,5
4,750
2,000
1,05
0,425
0,075
REQUIREMENTS:
:
NB: SHOW ALL NECESSARY STEPS AND CALCULATIONS!!!
Sieve Opening (mm)
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VUT
Vaal University of Technology
Your world to a better future
FACULTY OF ENGINEERING AND TECHNOLOGY
DEPARTMENT OF CIVIL ENGINEERING AND BUILDING
SOIL MECHANICS I [Test 2: 2nd Opportunity]
24/06/2022
1.5 Hours
M. Lamola
25
VAAL UNIVERSITY OF TECHNOLOGY
54
Percentage Passing (%)
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79
66
35
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Material B
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100
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87
77
65
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m, b = 75 mm, t 25 mm, h = 100 mm, and hi
%3D
%3D
75 mm.
Q3. А
公
cross
shown
at the
L.
permiss
allowab
and b =
bracket
hy
A
-b.
Q2. A cantilever beam AB of (isosceles) triangular
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%3D
%3D
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