UTS: Engineering
Dean’s Presentation Night
Autumn 2013
Faculty of Engineering and Information Technology
Dean’s Presentation Night
Tuesday 16 July 2013
5:00pm
Assemble and light refreshments
5:30pm
Welcome
5:35pm
Student presentations of their Capstone Projects
(15 min each plus 5 min question time)
Matthew
Cremona
Civil
Engineering
Investigating the Hydraulic Roughness of Loop Profile - (12cp)
Michelle
Youssef
Mechatronic
Engineering
Human Gesture Capture based Robotic Imitation and Recall - (12cp)
Srdjan
Djukic
Civil
Engineering
Development of Engineered Bamboo for Structural Application (12cp)
Mark
Dunstan
Electrical
Engineering
Firmware and Hardware Design of an Inertial Measurement Unit (12cp)
6:55pm
Break (10 min)
David
Chadwick
Mechanical
Engineering
Submersible Pylon Inspection Robot – Designing a Supervised
Autonomous Solution for Inspection and Servicing of
Underwater Infrastructure - (12cp)
Abraham
Khoury
Civil
Engineering
An Assessment of Concrete Properties Using Recycled Glass Sand in
Standard and RMS Paving Applications - (6cp)
Dean
McNiven
ICT
Engineering
Laser Scanner Interface - Model LS-PA-IF1 - (12cp)
8:05pm
Judging
8:30pm
Announcement of the Dean’s Prize winner
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UTS: Engineering
Dean’s Presentation Night
Autumn 2013
Investigating the Hydraulic Roughness of Loop Profile - (12cp)
Matthew Cremona - S12-031
Supervisor: Ali Keshavarzi
Assessor: Hadi Khabbaz
Major: Civil Engineering Major BE and BEDipEngPrac
Since the introduction of trenchless technology into the sewer rehabilitation industry,
innovative technologies have been developed to address the need for cost effective and low
disruptive sewer rehabilitation. Loop Profile, a novel spirally wound trenchless technology,
was developed by Interflow to rehabilitate sewer pipelines incorporating bends. It features a
unique ‘loop’, which, when the profile is spirally wound into the deteriorated host pipe,
enables the Loop Profile pipe to contract and extend at the loop to form the shape of the bend.
However, concern had been raised about the ‘loop’ potentially acting as a contraction to flow
through the pipe. Therefore, the aim of the Capstone project was to conduct an experimental
investigation to measure the hydraulic roughness of Loop Profile. From this investigation, the
measured roughness of Loop Profile would be compared against roughness values of PVC,
Expanda Profile and concrete to determine the applicability of Loop Profile as a trenchless
rehabilitation technology.
In development of a methodology, it was found that the standard for spirally wound pipes, I.S
EN13566-7:2007 failed to propose a methodology for determination of hydraulic roughness.
Therefore, the secondary aim of the project was to address this limitation through
development of a certified experimental methodology for investigating hydraulic roughness.
The roughness of Loop Profile was calculated through measurement of head losses occurring
throughout a Loop Profile pipe. Pressure measurements were taken from five points along the
pipe and substituted into roughness equations to determine the friction coefficients. These
coefficients were then compared against appropriate roughness coefficients for PVC,
Expanda Profile and concrete.
The project successfully established a methodology for calculating hydraulic roughness and
accurately determined the hydraulic roughness of Loop Profile. The comparison illustrated
that the roughness of Loop Profile was within an acceptable range and certified the profile as
an acceptable rehabilitation technology.
2
UTS: Engineering
Dean’s Presentation Night
Autumn 2013
Human Gesture Capture based Robotic Imitation and Recall - (12cp)
Michelle Youssef - S12-169
Supervisor: Mary-Anne Williams & Xun Wang
Assessor: Benjamin Johnston
Major: Mechanical and Mechatronic Engineering Major BE and BEDipEngPrac
The presence of robots operating in society is continuously increasing. To compensate for
this many methods have been designed to enable easier programming of robots, both
industrial and domestic. Often the methods that are used are complex, involve expensive
technologies and result in the robot generating non-human-like motions. This can cause
reluctance for humans to interact with the robotic systems.
Instead of devising new systems for each robot that needs to be taught a task, it would be
easier if a human could demonstrate the task as if they were showing another person. This
promotes human-robot interactions and makes working with robots much simpler.
This project involved exploring different possibilities to teach a robot action from a human
example using various tools. Willow Garage technologies were mainly used for
implementations with the accessibility of their robot operating system (ROS) and their PR2
platform. The XBOX Kinect was also used in conjunction with OpenNI which contains
modules to interact with the Kinect. Other methods were also explored with the intention of
comparison to the Kinect-ROS-PR2 system.
The project is based on real-time data transference between the movement mapping device,
the interpretation program, and a robot’s actuators. The project consisted of developing a PC
program to change the input from the movement capture in to an output for the robot’s joints.
The real-time nature of the project implementation showcases the ability of a demonstrator to
perform corrections and adjustments to movement as you go.
Advanced robotics is one of the fields identified as a “disruptive technology” or a technology
that will cause drastic changes to the future of living. Advances in learning technology for
robots could have immense implications on future robotics frameworks. This project aims to
promote further development in the fields of social robotics and human-robot interaction.
Further developments could include using neural networks for motion planning and
comparison of programming interfaces.
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UTS: Engineering
Dean’s Presentation Night
Autumn 2013
Development of Engineered Bamboo for Structural Application - (12cp)
Srdjan Djukic - S12-038
Supervisor: Rijun Shrestha
Assessor: Emre Erkmen
Major: Civil Engineering Major BE and BEDipEngPrac
In today’s world of construction, the greatest topics are the environmental benefits and cost.
Construction consumes large quantities of resources such as materials and energy, which
generate environmental impacts throughout construction, operation, as well as demolition.
Timber is known to be a natural construction material that is environmentally beneficial in
building construction. Timber’s embodied energy is the lowest compared to majority of
common construction materials as well as minimising energy through production,
construction, and its environmental advantages of renewability and carbon storage. Major let
down is that its supply is found to be depleting.
The environmental aspects of building construction have influenced current industry leaders
and organisations to invest in alternative materials and methods of manufacture, to provide
solutions to environmental benefits and cost reduction. Similar to timber, bamboo is known
to be commonly used as a traditional construction material but in minor construction.
Bamboo’s tensile strength is comparable to mild steel; however, there is large variation in
properties of bamboo among different species and within even same species. Bamboo’s
harvest duration is eight times faster than timber, making it one of the most cost effective
construction materials whilst it sequesters an equal or greater amount of carbon.
(Hoogendoorn 2010)
This capstone investigates the development of engineered bamboo for structural application
through a low cost method of producing bamboo beams with manufacturing, testing and
analysis with its similar materials (timber) for the processing of bamboo to make it more
durable and usable in terms of building materials. Engineered beams formed out of bamboo
will overcome the unfavorable properties such as presence of inter-nodes, hollow core and
durability issues of bamboo. This was proved to be achievable with comparable results but
with major weaknesses found not within the bamboo structure itself, yet the chemical
bonding between bamboo that need to be further researched and tested for improvement.
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UTS: Engineering
Dean’s Presentation Night
Autumn 2013
Firmware and Hardware Design of an Inertial Measurement Unit - (12cp)
Mark Dunstan - S12-041
Supervisor: Steven Su
Assessor: Li Li
Major: Electrical Engineering Major BE and BEDipEngPrac
An Inertial Measurement Unit (IMU) is a device which can be used to determine the
orientation, velocity and gravitational forces acted upon it by the use of accelerometers,
gyroscopes and magnetometers. IMUs are used in a variety of applications including
navigation, entertainment, motion research and human health and safety. Specifically, UTS
has the idea to develop a home based telecare system, which may include various portable
noninvasive sensors to monitor physiological variables as well as body movements. Another
potential application of an IMU by UTS includes research on gait recognition, as a person’s
self-selected gait can lead to a person’s likeliness to fall.
While there are already some IMU solutions on the market, they are either too expensive or
do not have the desired flexibility for uses in many applications. Therefore it is highly
advantageous for UTS to have their own designed IMU. My capstone project involves the
firmware and hardware design of an IMU and to ensure that the IMU designed can be flexible
enough to be used for many future applications.
The IMU that has been designed is self-powered via a re-chargeable Li-Ion battery and
includes communications to a PC via USB and Bluetooth, data storage for sensor samples
and 9 degrees of freedom sensing. The firmware includes a communication protocol that
allows external changes to the configuration of the IMU for different data output formats and
frequencies to ensure high flexibility and optimum performance for different applications.
As my capstone is a continuation of an ongoing project, I commenced the project with a
completely untested prototype of the IMU hardware and no firmware. Since commencement,
I have written all firmware and created a new version of the hardware, in which 20 of the new
version of IMUs have been built and tested successfully.
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UTS: Engineering
Dean’s Presentation Night
Autumn 2013
Submersible Pylon Inspection Robot – Designing a Supervised Autonomous Solution for
Inspection and Servicing of Underwater Infrastructure - (12cp)
David Chadwick - S12-021
Supervisor: Dikai Liu
Assessor: Gamini Dissanayake
Major: Mechanical Engineering Major BE and BEDipEngPrac
The regular inspection and maintenance of bridges is necessary to meet their intended
lifetime and ensure safety. The greater majority of bridges that span bodies of water have part
of the structure submerged. Traditionally human divers are employed to maintain and inspect
the submerged structure. However this work is laborious and dangerous, presenting a
problem in limited operating times and the possibility of serious injury. A supervised
autonomous robotic system provides a promising and feasible solution.
Autonomous Underwater Vehicle (AUV) and Remotely Operated Vehicle (ROV) designs
vary greatly to provide flexibility in operational tasking. However, no AUV has been
designed to perform the complex task of underwater pylon servicing. Given the capability
gap in existing technology and the task requirements, the question posed is; can a supervised
AUV be developed to perform these tasks effectively?
The aim of this project is to produce a supervised autonomous robotic solution for underwater
maintenance and inspection of structures. In order to achieve this, the complex problem must
be analysed and system requirements must be derived. The overall concept design must be
developed. Auxiliary systems, control systems, machine sensing, and a method of adhesion
must be developed, prototyped, and tested. The entire system must be capable of operating in
a hostile and challenging underwater environment.
This capstone provides findings from research into current devices and procedures used to
perform underwater pylon servicing. A detailed constraints analysis of the problem and
recommendations for system requirements is presented. Current literature has been reviewed
to determine the novelty of the research and the results discussed. An overall concept design
is presented with a discussion on its evolution of development and options for several subsystem solutions explored. A kinematic analysis of one manipulator arm is presented and a
way forward for continued development of the entire design suggested.An Assessment of
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UTS: Engineering
Dean’s Presentation Night
Autumn 2013
Concrete Properties Using Recycled Glass Sand in Standard and RMS Paving
Applications - (6cp)
Abraham Khoury - A13-020
Supervisor: Hadi Khabbaz
Assessor: Behzad Fatahi
Major: Civil Engineering Major BE and BEDipEngPrac
The rising difficulties associated with escalating carbon dioxide emissions and the increasing
demand for more sustainable building solutions, are concurrently placing pressures on the
concrete industry to amend traditional concrete mix design practices. Concrete manufacture is
not only heavily reliant on the use of earth’s scarce resources, but also an intensive energy
process leading to the generation of undesirable greenhouse gases. Such characteristics define
the unsustainable nature associated with traditional concrete manufacture.
Boral Australia has recognised the importance in catering for the development of
environmentally sustainable concrete. The organisation has introduced a recycled glass sand
product into its standard 32 MPa concrete mixes. Glass constitutes an approximate fine
aggregate replacement value of 25%. This study aims to investigate the influence of
incorporating such glass content by comparing performance of fresh and hardened concrete
properties in relation to a control mix design not containing glass sand.
In further facilitating the development of environmentally sustainable concrete, this study
aims to investigate the influence of incorporating recycled glass sand at various replacement
contents of the fine aggregate component in RMS R83 concrete designed mixes. Such study
of assessment pertained to assessing fresh and hardened concrete properties in relation to
performance tolerances depicted in the R83 specification. Incorporation of recycled glass at
replacement contents of 10%, 20% and 40 % of the fine aggregate component in a paving
base concrete mix, enabled the determination of how recycled glass interacts within the
concrete matrix at various intensity volumes and assessment of the suggested 30%
replacement rate as specified in the proposed new revision of the RMS R83 specification.
Hence, trends in concrete performance with relation to replacement levels of incorporated
recycled glass are studied to verify the optimal glass replacement content in paving base
mixes. The findings of this project indicate that using recycled glass sand in paving
applications can yield sustainable concrete at 40% replacement rates whilst inducing
improvements in drying shrinkage behavior and concrete workability. The neutral effects of
glass sand on air entrainment and marginal reductions in hardened concrete properties yielded
from such study further supports the use of glass sand in a paving application.
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UTS: Engineering
Dean’s Presentation Night
Autumn 2013
Laser Scanner Interface - Model LS-PA-IF1 - (12cp)
Dean McNiven - S12-091
Supervisor: Rob Jarman
Assessor: Peter McLean
Major: ICT Engineering Major BE and BEDipEngPrac
The laser scanner interface (model LS-PA-IF1) was developed at TOMRA Sorting Solutions
Pty Ltd between July 2012 and May 2013. The laser scanner interface project addresses
several problems with the current laser scanner used on an ore sorting machine for the mining
industry.
The existing control electronics consist of several individual PCBs, increasing the total cost
of the system. The number of inter-board connections used between these PCBs coupled with
their physical separation within the sorter greatly increases the chances that noise will affect
the signal quality.
The other significant problem with the existing control electronics is the increasing financial
costs of maintaining the hardware as the significant components are now classed as legacy
devices by their respective manufacturers. As such, these components are becoming
increasingly difficult, and therefore increasingly more expensive to obtain.
To address these issues with the existing control electronics I have developed the laser
scanner interface. The laser scanner interface replaces the existing combination of PCBs with
a single integrated solution that is installed within the laser scanner assembly.
The benefits of the laser scanner interface project include a reduction in the cost of the laser
scanner, a modular design allowing the laser scanner to be used with any commercial
machine vision system and integrated signal processing providing better quality data.
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UTS: Engineering
Dean’s Presentation Night
Autumn 2013
Finalists for the best poster for Capstone Project
Ian Gilmore
(absent)
Civil
Engineering
Comparison of Regional Flood Methods for New South
Wales
Bradley Ham
Electrical
Engineering
Compliance of Voltage Unbalance Standards throughout
Low Voltage Power Distribution Networks
Hang He
Civil
Engineering
An Investigation into the Construction and Design
Aspects of Tailings Dams and Stability Analysis Using
Slope/W
Arman Jizan
ICT Engineering
An Interactive Virtual Stock Exchange Simulator for
Investment and Analysis
Quang Viet
Cuong Lam
Mechanical and
Mechatronics
Engineering
Derivation, Implementation and Testing of Fuzzy and
LQR Controllers for Active Hydraulically
Interconnected Suspension
Michael
Leversha
Mechanical
Engineering
Development of a Condition Monitoring Framework A
Case Study in the Implementation of ISO 17359:2011
Frank Lukacevic
Mechanical
Engineering
Investigation into Conversion of Existing Gasoline
Internal Combustion Engines to 85% Ethanol Blended
Fuels (E85)
Tuan Hiep Pham
Mechanical and
Mechatronics
Engineering
Modeling, Control and Experimental Testing of the
Active Hydraulically Interconnected Suspension)
Wenzhe Shan
Civil
Engineering
Influence of Polyurethane Soil Stabiliser on the Strength
of Cement Treated Kaolinite Soil
Willis Susanto
Civil
Engineering
Biotechnical Stabilisation of Kaolinite Soil Using Micro
organism
Simon Varley
Mechanical
Engineering
Cooling System Design for Formula SAE
Yue Zhao
Civil
Engineering
Influence of Soil Stabiliser Polymer Polyurethane on
Stiffness of Cement Treated Mixture
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