Civil Engineering: Perth Light Rail Project Design and Analysis Report

This report provides a critical analysis and preliminary design of the proposed light rail network in Perth, Australia. It begins with an executive summary and an introduction highlighting the need for improved transportation in the city. The methodology section details the use of a flow model for trip assignment and parameter generation, along with data sourcing. The detailed design outlines the rail network's extent and nodes, followed by a discussion of system testing, evaluation, validation, and optimization methods, including Factory Acceptance Tests (FAT), Site Installation Tests (SIT), and Site Acceptance Tests (SAT). The report emphasizes the importance of these tests in transitioning the conceptual design to actualization. The report also covers the operational aspects of the light rail system including the design speed, operational speed, and the different tests that must be conducted for the project to be successful.

Light Rail Project at Perth
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Light Rail Project at Perth
Executive Summary
The study reflects the critical analysis and preliminary design of the light rail network in Perth. A
critical analysis of the design process is carried out with respect to the system suggested. In the
initial preliminary design, a flow model is suggested in order to critically analyze the method of
trip assignment and to generate an idea as to how the parameters can be obtained. Data can be
sourced from the state documents to calculate the variables. A detailed design of the rail system
is carried out indicating the extents of the network in the city and the suggested nodes. From
there, methods of testing and evaluation to be conducted on site prior to, during and after
construction have been specified. All these work hand to ensure that the conceptual design
transits from a dream phase to an actualization phase.
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Light Rail Project at Perth
Table of Contents
Executive Summary..........................................................................................................................i
Introduction:....................................................................................................................................1
Preliminary design (Methodology)..................................................................................................2
Detailed Design...............................................................................................................................3
System Test, Evaluation, Validation and Optimization...................................................................4
Conclusion.......................................................................................................................................7
References:......................................................................................................................................8
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Light Rail Project at Perth
Introduction:
At the beginning of the conceptual design, a needs definition was done and following the
recommendations given, a light rail system in the city of Perth is underway for growing the
conveyance adequacy in the city nearby. The points of interest that the subjects and city will get
hold of from the utilization are never-ending (Currie and Delbosc, 2013). The committee
additionally assumes that the considerable traffic management hassles can be settled through the
execution of the light rail in the city. The benefits noted include more wage for the city council,
better transportation for the occupant, diminished passing by time, condition pleasant
transportation and a ton of something past. The majority of Perth is assessed to be two million
(Currie and Phung, 2008).
Also, the cutting edge transportation mediums in place are not entirely utilizable to a profitable
level as when looking at the current population of the city. The most basic task at hand,
subsequently, in arranging the light rail network is comprehending the course of the framework.
It should be that the rail network covers all the essential domains of the city while including a
sufficient amount of nodes which could interface with connect the fundamental zones (Sung and
Oh, 2011). In any case, it is challenging to join each one of the parts of the city into one zonal
network while making it viable. This is why the stoppage zones can be done in this kind of way
that sufficient communication mediums are available from the stoppage to close to the zones
(Cassidy, 2011).
Furthermore, this venture is critical for the enhancement of the transportation network in Perth.
Other cities in Australia can also adopt this model in order to boom delivery performance while
lowering the pollution inside the city and aiding in sustainability. The potentiality of providing a
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Light Rail Project at Perth
better transportation network system in the metropolis can be realized through the LRT system.
As the light rail is not susceptible to any traffic jams, the average speed of reach from zone or
node spot to every other point within the coverage of the light rail could be drastically reduced
(McIntosh et al., 2014). The Perth metropolis is one of the busiest urban regions of the country
and has the and as such, mass transportation is a complex challenge. With this in mind, the goal
to improve the mass productivity of the every region within the city is what the light rail system
is about. The report presented in the previous assignment has been useful in providing the facts
about the LRT system usage within the metropolis area in which it would operate.
Preliminary design (Methodology)
When using the flow model, the design challenge problem is commonly broken into two separate
phases first, one solves the issue of the length of the train, in which the lengths of the trains on
each designated to a zone are determined (Kim et al., 2007). The principle concern in this stage
is to ensure that there are constantly a sufficient number of trains available at every station for all
scheduled rides leaving from that particular station. In this part of the design, rides are most
effectively assigned to the various unit types of the trains, however not to particular train units.
When coming to the second part of the design, the unit assignment challenge is solved: particular
train units are assigned to the preplanned trips. For every train unit a rotation is decided in the
evaluation. The standard method for modeling the light rail unit’s length is the use of a flow
model: a time relationship graph is used to model the preplanned trips (Schumacher, 2000).
Compliance with the requirements necessary for maintenance is crucial to creating routing
solutions feasible: even as ignoring positive actual-global prices may cause suboptimal answers,
solutions which forget about renovation are invalid altogether. The empty rides among schedules
will be used for maintenance cause, this way the timetable will not be distorted.
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Light Rail Project at Perth
The use of a Gantt chart in this case is necessitated by the need to demonstrate the starting and
finishing time of each of the light rail network’s units and additionally the precise element of the
periodic programming. This also suggests the dependency (i.e. priority of each component of the
network) relationships in every one of the routes and while at the same time providing an
illustrative image of the train programming system (Hoffman, 2008).
Detailed Design
LRT vehicles are expected to have an ordinary administration most extreme speeding up rate of
around 4 kilometres for each hour per second (kphps) when ranging between 0 and 50 mph,
decreasing to a normal speed deceleration rate of 1.0 kphps between 50 to 90 mph. Typical train
unit braking is thought to be a consistent deceleration of 4 kphps from 90 kph to 0 mph. LRT
vehicles are accepted to have a limit maximum income operation speed of 90 kph. Operation
speeds along the proposed networks fluctuate because of lateral and vertical bends and station
interval distances, and in addition speed restricts on such sections that interact with roads
(Hensher, 2007).
The LRT Alternative would start at an at-grade station on Elizabeth Quay Bus Station next to the
current Perth Convention and Exhibition Centre on the Mounts Bay Road. The arrangement
would stay on the ground as it progresses towards Wellington Street, west on up through
Williams Street, north crosswise over Newcastle Street, and afterward along the west up to
James Street, basically in Northbridge Area, to a station adjoining the Perth Arena. The
arrangement would slip into a passage east through Wellington Street and travel lower east to
Bennet Street, south under Queens Garden, and easterly through Hays Street.
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The operating requirements were produced for the light rail network in view of the assumptions
delineated above. Each operational unit is accepted to comprise of three light rail vehicles
(LRVs), and the fleet estimations incorporate prepared trains to help "drop back" operations and
20 percent save limit (Schumacher, 2000). The TPMs outlined in the previous report can be used
as a basis of design with the system making provisions for both traffic intersections, costs,
human population and regulatory measures. The financial breakdown in the conceptual design
provide the project costs at 794 million AUD.
System Test, Evaluation, Validation and Optimization
For the system test to be successful, the tests that need to be conducted include Factory
Acceptance/Inspection Test (FAT), Site Installation Test (SIT), Site Acceptance Test (SAT) and
Overall Site Acceptance/Performance Test (Sharma, 2011).
The FAT level is the testing of equipment and system components for the duration of production
within the factory or in a relatively similar environment. This preliminary stage of the testing
confirms that the supply of each component and working equipment is in keeping with the
design and the general venture requirements. This level offers the evidence that all the additives
and device meet the specifications. FAT are usually carried out in the production premises but
can also be carried out within the premises of the contractor’s base of operation (Sharma, 2012).
FATs must be achieved for each and every one of the singular components and tools used, and
with regards to systems, to all the hardware and software program. In phrases of hardware, styles
of assessments may be performed – routine assessments and type assessments.
Routine assessments are performed for every piece of device and additives and include exams
such as insulation test, visual inspection, calibration, electrical conductivity check, mechanical,
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Light Rail Project at Perth
hydraulic checks and size check, and another compliance tests. Type assessments are carried out
on a sample of the equipment of every rating, kind, et al. based totally on agreed requirements or
a technical constraint inside the agreement. These can include assessments like reliability
assessments, electromagnetic compatibility, mechanical power, electric traits, etc. type
assessments should be monitored via the clients or contractor’s representatives (Sharma, 2011).
The SIT level is the assessment phase following the set-up of systems and sub-systems on the
ground. The intention of the SITs is to demonstrate that every one of the structure or sub-
structures are feasibly set up and related, are checked and are sensible for operation. The tests
especially fuse discernible appraisal, autonomous or no-pile checks and some operational checks.
The SITs should be possible on the ground by techniques for site start and in stages as the
railroad line ranges get created and organized. They may be drawn out piece by area till the
whole line has been assessed. These sections may be connected with respect to infrastructure
constraints consisting of the railroad line network, the position of crossovers, and so on, line
constraints e.g. the overhead connection device, the position of sub-stations, and many others.,
and other third party and task management regulations. In ordinarily, the site inspection and
assessment check for proper system equipment kind, quantities, any damage, accurate set up and
integration inside the sub-system, and any breakdowns after installation. Some of the checks can
include insulation assessments, electric continuity et al, production level checks that include on
exchange of facts, a few low degree standalone operational assessments, and so on (Sharma,
2014).
The SAT phase is the phase while all setup equipment and sub-structures are examined. This
phase recommends that each one the distinctive sorts of apparatus and sub-structures can for all
intents and purposes perform, thereby fulfilling most of the general execution requirements. This
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Light Rail Project at Perth
pre-approving phase is usually separate into sub-levels – the primary wherein each one of the
systems are below a predetermined scope (SAT-internal), and the other one wherein as a base
one of the systems underneath explore blend is outdoors this predefined scope (SAT-outside).
This different up must be portrayed through the undertaking and is normally based totally at the
legitimate augmentation. it can be established on different criteria together with the diverse
quality and level of interfaces with 0.33 celebration, between first class sorts of assertions for
contrasting legally binding specialists, between huge controls, geological and physical
necessities, and so on. Much the same as the SITs, SATs may be done in stages too (Sharma,
2012).
Finally, SATOV can be characterized as set activities that show that the system will be effective
palatably in practice. SATOV set up calls for the operation of huge amounts of structures on a
planned premise, in a manner that's like the operation of frameworks in business service. This
could encompass seeming every functional assessment on all framework and structures with
administrator contribution (Sharma, 2014).
This authorizing phase can only start after the completion of every other stage. There are unique
instances which include setting up of a control area while a single part of line is ready while
whatever is left of the railroad track opens in this manner later. SATOV winds up the T&C
system and exhibits that the system will capably and thoroughly meet the client's requirements.
As this stage involves all members, for instance, the head and neighborhood professionals (if
essential), and pinnacle level coordination by the client and the employees is essential.
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Conclusion
The LRT network is actually and monetarily feasible as demonstrated in the conceptual design.
From the preliminary design and the assignment has specified all the stages that would be
necessary in the design giving the model through which the preliminary design will be carried
out. The methodology has been given and as such, the system can be designed from there. The
requirements have been given in the detailed design and from there, tests to check the viability of
the system have been given. The tests are to be carried out on site during the detailed design and
construction phase in order to liaise with every party involved. The light rail system can be a
good alternative to road systems.
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References:
Cassidy, E., 2015. LRT versus BRT: which is the better option? Accessed Oct 03, 2017, from
Steer Davis Gleave: http://www.steerdaviesgleave.com/news-and-insights/LRT-versus-BRT
Currie, G. and Delbosc, A., 2013. Exploring comparative ridership drivers of bus rapid transit
and light rail transit routes. Journal of Public Transportation, 16(2), p.3.
Currie, G. and Phung, J., 2008. Understanding links between transit ridership and gasoline
prices: evidence from the United States and Australia. Transportation Research Record: Journal
of the Transportation Research Board, (2063), pp.133-142.
Dittmar, H. and Ohland, G. eds., 2012. The new transit town: best practices in transit-oriented
development. Island Press.
Freemark, Y., 2011. The Silly Argument over BRT and Rail. Accessed Oct 03, 2017, from The
Transport Politic: http://www.thetransportpolitic.com/2011/05/25/the-silly-argument-over-brt-
and-rail/
Hess, D.B. and Almeida, T. M., 2007. Impact of proximity to light rail rapid transit on station-
area property values in Buffalo, New York. Urban studies, 44(5-6), pp.1041-1068.
Hensher, D.A., 2007. Sustainable public transport systems: Moving towards a value for money
and network-based approach and away from blind commitment. Transport Policy, 14(1), pp.98-
102.
Hoffman, A., 2008. Advanced network planning for bus rapid transit: the “Quickway” model as
a modal alternative to “Light Rail Lite” (No. FL-26-7104-04).
Kim, S., Ulfarsson, G.F. and Hennessy, J.T., 2007. Analysis of light rail rider travel behavior:
impacts of individual, built environment, and crime characteristics on transit access.
Transportation Research Part A: Policy and Practice, 41(6), pp.511-522.
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MacDonald, J.M., Stokes, R.J., Cohen, D.A., Kofner, A. and Ridgeway, G.K., 2010. The effect
of light rail transit on body mass index and physical activity. American journal of preventive
medicine, 39(2), pp.105-112.
McIntosh, J., Trubka, R. and Newman, P., 2014. Can value capture work in a car dependent city?
Willingness to pay for transit access in Perth, Western Australia. Transportation research Part
A: policy and practice, 67, pp.320-339.
Sharma, R.C., 2011. Parametric analysis of rail vehicle parameters influencing ride behavior.
International Journal of Engineering, Science and Technology, 3(8), pp.54-65.
Sharma, R.C., 2012. Recent advances in railway vehicle dynamics. Int. J. Vehicle Structures &
Systems, 4(2), pp.52-63.
Sharma, R.C., 2014. Modeling and simulations of railway vehicle system. International Journal
of Mechanical Engineering and Robotics Research, 1(1), pp.55-66.
Schumacher, R., 2000. LIGHT RAIL TRANSIT. In Proceedings of the 42nd Annual Meeting of
the Transportation Research Forum.
Sung, H. and Oh, J.T., 2011. Transit-oriented development in a high-density city: Identifying its
association with transit ridership in Seoul, Korea. Cities, 28(1), pp.70-82.
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