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Pipe Network Energy Losses
AE: 341 Fluid Mechanics Laboratory.
Section 1006
Author
Allan Valdez
Instructor
Mohammad Amine Abassi
November 16, 2023
Pipe Network Energy
Losses
Allan Valdez
i
Contents
Abstract
............................................................................................................................................
1
Introduction
......................................................................................................................................
1
Theory
..............................................................................................................................................
1
Procedure and Equipment
................................................................................................................
2
Results and discussion
.....................................................................................................................
4
Conclusion
.......................................................................................................................................
6
Acknowledgements (Example)
........................................................................................................
7
References
........................................................................................................................................
8
Appendices
......................................................................................................................................
9
Annex
.............................................................................................................................................
11
Table of Figures
Figure 1: H1D Volumetric Hydraulic Bench. Source:.(2)
...............................................................
2
Figure 2: This is a bad formatted plot
..............................................................................................
4
Figure 3: Better formatted plot. Show theoretical curve, experimental data points, regression
curve and its equation. There is a title and axis are labeled
.............................................................
6
Pipe Network Energy
Losses
Allan Valdez
1
Abstract
This lab report evaluates a pipe network with changing fittings to analyze the various minor
losses. Each fitting has a theoretical loss coefficient determined experimentally with this pipe
network. The result demonstrated that the experimental results are about the same as the accepted
values for each fitting.
Nomenclature
:
K
Fitting loss coefficient
h
L
Head Loss
V
Velocity
g
Gravity constant
f
Time.
L
Length
D
Diameter
Introduction
This experiment is named Pipe Network Energy Losses. The objective is to examine the
loss coefficients of various fittings in pipe flow and to compare these values with the accepted
values [ CITATION Moh23 \l 1033 ]. The purpose of this lab is to utilize an adjusted Bernoulli
equation that accounts for head loss, the pipe network dimensions, and the measured flow rate to
calculate the loss coefficient for each fitting. This lab was completed on November 9, 2023, by
Allan Valdez as a requirement for a fluid mechanics laboratory course at San Diego State
University.
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Pipe Network Energy
Losses
Allan Valdez
2
The introduction begins by stating the name of the experiment. The objective statement from the
experiment handout is repeated, preceded by “The purpose of this lab is……”
The name of the person performing the experiment is stated along with the location and date. The
fact that it was a requirement for this course is stated. (1)
Theory
In this experiment, a pipe network with a mitre, a small radius bend, an enlargement, a
contraction, and a large radius bend are analyzed for the energy losses occurring. The pipe
network is a simple example of the various pipe fittings used in everyday fluid transportation.
The fittings are separated from the straight portion of pipping since the losses occurring are
different. The straight portion are major losses while the fittings are minor losses. The minor
losses produce proportional loss coefficients to the defining geometry of the fitting. For example,
the enlargement’s loss coefficient is proportional to the area of the small area pipe divided by the
large area pipe. Accepted values for various fitting geometry is published.
This section discusses the theory and accepted empirical data used for the experiment, briefly but
completely. All equations used are included, with definition of all terms. The way in which the
lab results are used to compare with the theory is described.
Derivations of equations from textbooks are not included. However, if you derive the equations
by yourself, you need to list the derivation in the Appendix section (1).
The equations must be typed, do not use photos, scans from equations, generated by a
mathematical interpreter of your preference; also they must be numbered. For example equation
1 is a very important equation, and equation 2 is a more general form of Equation.
Pipe Network Energy
Losses
Allan Valdez
3
⃗
F
=
m∙
⃗
a
equation 1
⃗
F
=
d
(
m∙
⃗
V
)
dt
equation 2
Procedure and Equipment
The equipment used is described, including device and manufacturer names. Drawings,
identified by figure numbers, are appropriate. The procedure needs to be described in detail (1).
Even though picture may be appropriate to describe the equipment usually it is not enough, you
should describe the main features of the equipment and setting that may affect the experiment
outcome.
Figure 1: H1D Volumetric Hydraulic Bench.. Adapted from ref.
(2)
Figure 1 shows the H1D volumetric hydraulic bench manufactured by TecEquipment. Only show
a picture is not enough, other information may be relevant for the experiment for example:
Equipment:
Volumetric Hydraulic Bench
Pipe Network Energy
Losses
Allan Valdez
4
Manufacturer.
TecEquipment
Model.
H1D
Sump Tank capacity.
160 Liters.
Collecting Tank capacity
35 Liters.
Pump capacity
0 to 60 liters/minute at 1.5 m head
Adapted from ref. (2).
Results and discussion
Reynolds number based on the characteristic length and the associated flow speed tested needs to
be presented. Experimental results are described, usually by referring to appropriately labeled
graphs or tables. Reason for deviation from expected values are discussed. Important features
such as scatter, bias and slope should also be addressed (1).
When showing your data by means of graphs keep in mind that most of times people will print
your report using black and white colors or grayscale, if the only distinction among your data is
line color it may become undistinguishable when printed.
Figure 2 is an example of a bad formatted figure. You can see the borders contain information
not relevant to present the data, as Matlab® figure headers and computer background
information. In order to avoid this unwanted information use the options for export or save the
figures provided by the software. Other important problems you may notice on Figure 2 are
listed below:
1.
There is no legend, it is not possible to know what each curve represents.
2.
There is no title.
3.
The axis has no label nor units.
4.
Axis ticks are bad formatted, it makes the data harder to read.
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Pipe Network Energy
Losses
Allan Valdez
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Figure 2: This is a bad formatted plot.
Figure 3 presents a better formatted figure. The figure has a clean presentation and some points
are highlighted:
Data: The theoretical curve is represented by a dashed line and the regression line is presented by
a solid line making them distinguishable even if printed in black and white. The experimental
data points are presented by circles and the regression line equation are also presented and is
linked to the regression curve by an arrow. Note that the number of digits for the equation must
be adequate for the experiment accuracy.
Pipe Network Energy
Losses
Allan Valdez
6
Legend: The legend must describe in very short space the data and symbols used on the figure,
also must be placed easy to find and with the least interference with data.
Axis: It must be labeled in a meaningful way and must have the units used to represent the data.
The axis tick labels must be easy to read too many ticks and/or too many digits make harder to a
fast data assessment, grid lines, not excessively dense, are useful to assess data.
For more information on how to present figures and tables see reference (3) and for more
information about structuring and writing a report see reference (4).
Figure 3: Better formatted plot. Shows theoretical curve, experimental data points, regression curve and its equation. There is a
title and axis are labeled.
Conclusion
Briefly summarize your conclusion or concluding remarks. If you have suggestions on the
improvement of the experiment, briefly stated in this section (1).
Pipe Network Energy
Losses
Allan Valdez
7
When presenting your conclusions, and results, avoid words and sentences as: “great accuracy”,
“good results”, “minimal error”, and, “results are good. You need to be objective and support
your conclusions using your experimental results and calculations.
Acknowledgements (Example)
All experimental data were collected with the assistance of [group members]. We thank San
Diego State University for providing the necessary facilities, and [Instructor name] for the
insightful instructions.
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Allan Valdez
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References.
1.
Liu X. Guidance for Writing Reports, AE 341 Lab. 2017. p. 2.
2.
H1D Volumetric Hydraulic Bench Data Sheet [Internet]. p. 1–3. Available from:
www.tecquipment.com
3.
Borja A. 11 steps to structuring a science paper editors will take seriously [Internet]. 11-
steps-to-structuring-a-science-paper-editors-will-take-seriously. 2014 [cited 2017 Feb 28].
Available from: https://www.elsevier.com/connect/11-steps-to-structuring-a-science-
paper-editors-will-take-seriously#
4.
Writing a journal manuscript [Internet]. 2016 [cited 2017 Feb 28]. Available from:
http://www.springer.com/us/authors-editors/authorandreviewertutorials/writing-a-journal-
manuscript
Appendices
This section may contain (1):
Derivation of equations.
Calculations, either by hand or aided by a computer code (Matlab) or procedure
(Excel) written by yourself.
Original data/result sheet.
Your answer to homework questions.
Computer code written by yourself, if there is any.
Etc.
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Annex
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|(2)
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1.1." In Example 1.1:
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Evample 1.1. The area of the Los Angeles basin is 4083 square miles. The heavily
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won't complain.) Assume also that the average velocity in the pipe is 40 fu/s. Estimate
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The flow rate required is
АН
4083 mi? 2000 ft (5280 f/mi)?
Q =
Δι
ft'
%3D
24 h
= 2.63 - 10º It
3600 s/h
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width port 2 & 4
2.8750E-02
(m)
depth all ports
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