8th UK PTV Vision User
Group Meeting – Presentations outline
(
Update of April 15th, 2008 @ 11:12
More info on the event on: http://www.ptv-newcastle.co.uk/UG8/program.htm
Programme on: http://www.ptv-newcastle.co.uk/UG8/UGM8_programme_outline.htm
[Please note that email addresses have had the ‘@’ substituted by ‘?’ to prevent spam]
PTV
VISION: Latest Trends and Developments in VISUM
PTV
VISION: Latest Trends and Developments in VISSIM
The
Impact of Cyclists on Junction Capacity
By David Carrignon (Colin Buchanan)
Cross River
Tram Modelling and Visualisation – Integration of Operational and Design
Evaluation
By Sonal Ahuja (Mott MacDonald) and Rishi
Ahuja (Sunovatech)
Enhancing
Mobility: The Role of Micro-Simulation in Option Development
By Ed Downer (Jacobs Consultancy)
and Anthony Robinson (Jacobs Consultancy)
Interfacing
London’s Urban Traffic Control System with VISSIM
By John Green (TfL) and Mehdi
Langroudi (TfL)
Haymarket
Interchange Feasibility Study Future Vision
By Jeff Knight (Halcrow Group)
Maidstone
Local Development Framework Core Strategy Transportation Study
By Shaleen Srivastava (Jacobs
Engineering UK Ltd.) and Kakpo Adoko (Jacobs Engineering UK Ltd.)
Latest
developments and projects in Traffic Management and Traveller Information
Application
of VISSIM in Pedestrian Modelling
By Saikat Bose (Mott MacDonald) and
Sonal Ahuja (Mott MacDonald)
BRAVISIMO:
Applying WebTag to the BRAcknell VISum Integrated Multi Modal MOdel
By Simon Bingham (WSP) and Sergio
Grosso (PTV UK)
Email: Thomas.Friderich?ptv.de (please substitute ‘?’ with
‘@’ – spam preventing measure)
Abstract:
Email: Peter.Vortisch?ptv.de (please substitute ‘?’ with ‘@’ –
spam preventing measure)
Abstract:
By David Carrignon (Colin Buchanan)
Email: David.Carrignon?cbuchanan.co.uk (please substitute ‘?’ with ‘@’ – spam preventing measure)
Abstract:
The London Cycling Centre of Excellence has
commissioned Colin Buchanan to undertake some research using VISSIM. At this
early stage, the objective is to
assess how cyclists impact junction capacity in
Central London. This commission follows the development of the Parliament
Square and Victoria Embankment VISSIM model which includes cyclists and
motorcyclists. In the view of the political profile of the Parliament Square
project and of the density of twowheelers within the area, it was essential
that these vehicles were included in the model. The calibration process has
already been presented at the 2007 PTV Berlin User Group and the validation of
this model has now been finalised. This presentation will detail:
·
• The
methodology and calibration results of VISSIM with cyclists and motorcyclists
on the network showing the level of accuracy of the model and its limitations.
The key elements to the calibration were the adjustments of the vehicle driving
behaviour and the saturation flow measurements which excluded two-wheelers.
Reproducing these measurements in VISSIM involved some Excel programming with
the “.COM interface” and a comprehensive calibration exercise.
·
• The
preliminary results from the research commission will also be detailed. At that
stage of the project, the PCU value of two-wheelers will be analysed as well as
their impact on general traffic journey times. Moreover, an early analysis of
the impact of lane widths on the saturation flow should be detailed.
The objective of this presentation is to show that the
lane width, volume of cyclists and general traffic conditions have an impact on
the PCU value of cyclists.
By Sonal Ahuja (Mott MacDonald) and Rishi Ahuja (Sunovatech)
Email: Sonal.Ahuja?mottmac.com
and Rishi@sunova.derafilms.com (please substitute ‘?’ with ‘@’ – spam preventing measure)
Abstract:
In this paper we present our experiences of
microsimulation modelling and visualisation for the Cross River Tram project in
Central London. This project has lead to true integration of operation and
design evaluation processes.
Microsimulation models in particular VISSIM are
increasingly being used to test the operational feasibility of Light Rail
Transit (LRT) schemes. Often city centre intersections are plagued with
problems of heavy traffic and accommodating conflicting priorities between road
users such as pedestrians and general traffic. Local authorities such as
Transport for London have serious challenges to provide safe and efficient
public transport, a better pedestrian environment while not compensating performance of general road traffic.
Cross River Tram in central London is one of such
challenging engineering projects in the UK that aims to relieve parts Central
London and bring regeneration to many parts of city. The tram scheme will be
state-of-the-art transport system which will ease congestion and provide new
link from Camden through central London to Peckham and Brixton. The scheme aims
to bring regeneration into local communities and deliver benefits for more than
72,000 very socially excluded residents. The 16.5 kilometres of tramway will
carry 7000 passengers per hour per direction. The route will have about 30
stops and tram headway of about 2 minutes.
Cross River Tram aims to deliver the following
objectives:
·
Relieve tube
crowding
·
Stimulate
regeneration
·
Improve
accessibility
·
Better
connection between mainline stations
·
Environmentally
friendly mode of transport
·
Cost
efficient
·
Connect
target areas south of river
·
Improve
overall system efficiency of highway based public transport
The scheme is expected to cost about £650 million at
2006 cost base and will carry 66 million passengers annually.
Currently Mott MacDonald and Steer Davies and Gleave
are involved in a consortium developing detailed design and testing operational
feasibility of the scheme. As a part of appraisal process several models
including a microsimulation model of the entire route is being developed and
tested.
The microsimulation model for the future operation of
the tram is being used to test signal operations and tram priority on the
proposed routes. It is linked to the strategic STAURN model of the area and is
truly multimodal representing all demand segments including cars, goods
vehicles, buses, cyclists, motor cyclists and pedestrians. In addition the
models are also linked to TRNSYT signal optimisation models via a two way
feedback process to design efficient demand dependent priority traffic signal
settings.
The VISSIM simulation model of the route has been
calibrated and validated to local London driver behaviour using video surveys.
The models are also being used to assist in development of tram time tables,
refine detailed design, terminal layouts and redesign efficient traffic signals
settings.
One of the main objectives of the model is to future
proof the scheme against traffic and utilise the models not only for evaluation
of engineering options but to be a design aid in visualisation of the scheme
that can be used to demonstrate the future operations. To achieve the above the
microsimulation models are being linked to ultra realistic 3D virtual reality
(VR) models created for the tram corridor. These are proposed to be used future
public consultation exercises.
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The visualisation of the core route not only includes
3D representation of traffic and future tram operations but detailed 3D visualisation
of more than 1800 buildings along the route. In addition, a VR model of street
furniture such as bus stops, tram stops, street lighting and other elements has
been integrated in the model. The model contains realistic road markings and
street paving textures.

The 3D VR model is also being used as a two way design
tool using which engineers can visualise the exact shape and design of the
tram, its textures, kinematic envelop and swept path. This VR process has also
helped not only in visualisation refinement of engineering options but help
urban design issues as well.
We present here our experiences, the process,
methodology and results and benefits of integration simulation models with
other optimisation, modelling and visualisation tools to achieve a winning
solution for a complex engineering problem.

The authors would like to thank Transport for London,
the project design teams of Mott MacDonald, SDG, Sunovatech and Gillespies for
support for this publication and the project.
By Ed Downer (Jacobs Consultancy) and Anthony Robinson (Jacobs Consultancy)
Email: Edward.Downer?jacobs.com, Anthony.Robinson@jacobs.com (please substitute ‘?’ with ‘@’ – spam preventing measure)
Abstract
This paper aims to review the process by which
micro-simulation modelling can be used in the option development process for
transport schemes. Using the case study
of the Wheatsheaf Gyratory in Sunderland, the presentation will focus on the
process and methodologies used, as well as looking at how the model outputs
were put to more advanced use.
The presentation is split into four sections;
Identifying the Problem, Testing Solutions, Refining the Solution and
Quantifying the Benefits. In the first
section, the background and scope of the project will be outlined, including
how the Base Model was initially constructed.
The second section will deal with the development of the Do Something
models, and review the initial findings of the more “conventional”
evaluations. “Refining the Solution”
will detail how sensitivity testing was undertaken on the model using VB
scripts to create process batch files.
The final section will summarise how the model outputs were then
processed for use in TUBA to give an overall Benefit to Cost Ratio for the preferred
scheme.
By John Green (TfL) and Mehdi Langroudi (TfL)
Email: John.Green?tfl.gov.uk, Mehdi.Langroudi?tfl.gov.uk (please substitute ‘?’ with ‘@’ – spam
preventing measure)
Abstract:
Transport for London (TfL) in collaboration with
Transport Research Laboratory (TRL) have
developed a two way interface linking TfL's bespoke SCOOT (Split Cycle and
Offset Optimisation Technique) system and VISSIM.
Directorate of Traffic Operations, within Surface
Transport division of Transport for London, is responsible for the management
and operation of London’s 6,000 traffic signals and their accompanying systems,
technologies and equipment. The Urban Traffic Control (UTC) team within DTO is
responsible for designing and maintaining signal timings for 2,900 of London’s
traffic signal installations linked to a central computer, to manage the safe
movement of people and goods on London’s busiest streets. Signal timings at one
third of these centrally controlled junctions are optimised by TfL's customised
version of SCOOT, a dynamic system that changes signal timings automatically in
response to changes in traffic flow.
VISSIM is used extensively within the Directorate of
Traffic Operations (DTO) to assess the impact of schemes and to assist with the
timing review programme.
Due to the complexity and dynamic nature of the SCOOT
model and UTC systems it has been impossible, until now, to simulate them
offline in VISSIM; it was equally impossible to model the effects of advanced
SCOOT features such as bus priority and gating.
This paper outlines the development of the interface,
its features and plans for future developments.
By Jeff Knight (Halcrow Group)
Email: Knightj?halcrow.com (please substitute ‘?’ with ‘@’ – spam
preventing measure)
Abstract:
Haymarket is Scotland’s fourth busiest railway station
with almost 4 million passengers passing through each year. Ongoing and future developments across the
city will generate substantially more public transport passenger movements
through the area which will impact on its effectiveness.

In the coming years two major infrastructure projects
are expected to be implemented: Haymarket Accessibility Project and the
Edinburgh Trams Project. The Edinburgh tram project was modelled by Colin
Buchanan Partners on behalf of tie Ltd using a VISUM and VISSIM model. The Haymarket Feasibility study undertaken by
Halcrow and built on this platform to model in detail the complex range of
competing travel demands and movements at the interchange, combining a VISSIM
traffic model (cordoned out from VISUM model), a microsimulation pedestrian
model (PAXPORT), and public transport demand forecasts for 2011 and 2031.

The study objectives were to provide an attractive
multi-modal transport interchange that will accommodate forecasted levels of
demand from all transport and related pedestrian trips; and to maximise the
opportunities for private sector funding and property redevelopment that will
help achieve these objectives
The results were visualised in 3D Studio Max, by
combining for the first time a laser scanned geomatic 3D model of the entire
study area, LIDAR arial survey data, general massing data of buildings within
800 metres, a fully rendered 3D architectural model of the station interchange,
tram facilities, pedestrian movements (initially modelled in PAXPORT
microsimulation model) and VISSIM. The VISSIM model simulated the interaction
between pedestrian movements and traffic movements and output data in a format
that was exported to Studio Max to generate photo-realistic 3D movie images of
the complex pedestrians, public transport and trafficmovements in the context
of the proposed 2031 interchange.
By Shaleen Srivastava (Jacobs Engineering UK Ltd.) and Kakpo Adoko (Jacobs Engineering UK Ltd.)
Email: Shaleen.Srivastava?jacobs.com , Kakpo.Adoko?jacobs.com (please substitute ‘?’ with ‘@’ –
spam preventing measure)
Abstract:
The Maidstone Local Development Framework (LDF)
Transport Strategy VISUM study forms an important element of the Transport
Strategy developed to support the Maidstone Local Development Framework which
is moving towards Public Inquiry this year.
Consequently all the work done is made sufficiently robust to satisfy a
high degree of possible scrutiny by other agencies.
The VISUM based Maidstone LDF Transport Strategy study
is broken into two elements;
·
Multimodal
Model Transport Study;
·
A Bus
Infrastructure and Viability Study.
The study is to support the work for the LDF which has
identified a Core Strategy for highway and bus improvements in Maidstone.
The four defined aims of the study are as follows:
·
Assess the
effect of the proposed South East Maidstone Strategic Link in dealing with the
development proposals in the Core Strategy Preferred Option, and its impact on
the rest of the road network.
·
Assess the
improvements needed to bus route infrastructure to support the development
proposals
·
Provide a
tool to allow the assessment of alternative development to the Preferred
Option, whether by the Borough Council or by developers.
·
Provide
future base for the proposed link to the Maidstone Traffic Management Centre.
Email: Arnd.Vogel?ptv.de (please substitute ‘?’ with ‘@’ – spam
preventing measure)
Abstract:
PTV is currently involved in several projects which
aim to create regional Traveller Information Portals. These portals provide
information about the current traffic conditions, roadworks, jams and other
incidents as well as forecasts of traffic conditions for different time scales. The information is
delivered to the user in form of maps and lists and as an input for dynamic
route planners which account for the travel times resulting from the road
conditions. Examples of these portals are www.bayerninfo.de
which covers Bavaria, www.ruhrpilot.de which covers the conurbation of the Ruhr area
or ITS Vienna region for Vienna, Austria.
All of these portals require sophisticated data
processing in order to provide the information to the end user. A stack of
different procedures for traffic state estimation and forecast on different
timescales have been created. Usually, roadside detectors supply the basic data
on local traffic flow and speeds. Distinct models such as ASDA/FOtO for
highways or MONET for urban networks
accomplish the task to extend these local measurements to network-based data
about travel times, congestion and Level of Service. Where no measurements are
available, algorithms based on dynamic traffic models such as Validate are used
to fill the gaps. Historical time series of detector data, traffic models and
the available information on planned roadworks form the basis of traffic
forecast for time frames from one hour to weeks or even months ahead. All the
results from the different models and for the different time frames then need
to be harmonized and merged into a homogenous representation for the end user.
By Saikat Bose (Mott MacDonald) and Sonal Ahuja (Mott MacDonald)
Email: Saikat.Bose?mottmac.com , Sonal.Ahuja?mottmac.com (please substitute ‘?’ with ‘@’ – spam preventing measure)
Abstract:
Pedestrian
Modelling is a field gaining increasing attention from transport modellers. In
past, transport planner modellers have concentrated on modelling of vehicular
modes alone. In most transport models pedestrian needs have been neglected.
There is a realisation in transport planning profession, that without adequate
importance being given to pedestrians, no model can truly depict the complete
reality. Hence these solutions are only partial in nature.
Recently,
three major pedestrian modelling projects were undertaken by Mott
MacDonald. We used VISSIM effectively
used to depict the existing and proposed interaction between pedestrians,
cyclists and mechanised modes of travel. These models were able to highlight
the capability of VISSIM to adequately handle the movement of pedestrians, both
alongside and across traffic and movements in open spaces. This presentation
gives the details of the three high profile case studies.
Case Study 1: Cambridge Railway
Station CB1 Development
The
Cambridge Railway Station pedestrian model was developed to analyse the impact
of the proposed billion pound CB1 development on the movement of pedestrians,
cyclist and vehicles around the station forecourt area.
This study,
incorporated a before and after development analysis that clearly depicted the
impacts of the proposed developments on the movement of pedestrian &
cyclists. The models included dynamic assignment of pedestrians and were able
to replicate the route choice based on least cost paths.
VISSIM was
used to precisely depict the movement of pedestrian and vehicles under normal
traffic conditions and in pedestrian priority zones. The model was presented
and exhibited in the CB1 public consultation process and helped the developers
in answering various traffic related queries raised by the counsellors and the
local public and interest groups
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Case Study 2: Bridge City North
Railway Station,
The Bridge
City Railway Station, pedestrian study was used to analyse the movement of
pedestrians within the proposed railway station in Bridge City, Durban, South
Africa. Various models were developed to analyse the operation of the station
under different development proposals to assess the optimal operational
situation that resulted in least queuing for pedestrians through ticket
checking and other queuing areas.
The VISSIM
based model, adequately represented the movement of pedestrian within the
station (at the concourse/ platform levels), queuing of passengers at ticketing
counters and at turntiles, the movement of passengers along staircases/
escalators and also the queuing of passenger waiting for trains. A total of
over 20,000 pedestrians were simulated in the peak hour.
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Case Study 3: Guidelines for
Installation of Scramble Pedestrian Signals at Intersections, California,
In this
study, VISSIM pedestrian models have been used for development “Guidelines for
Installation of Scramble Pedestrian Signals at Intersections” at major
intersection within Oakland City Centre area. The methodology adopted for this
study included the development of base year models using VISSIM representing
the operation of an intersection under conventional pedestrian crossing.
To test the
impact of with and without scramble signals the traffic volumes of the
pedestrians or vehicular traffic or both were increased representing Level of
Service (LOS) A to LOS E to test the performance of the intersection.
The key
performance indicators of the intersection such as average delay time per
vehicle, total delay (vehicle and pedestrian), average speed, average travel
time to cross the intersection, total distance, etc. were analysed and
compared.
The guidelines
were developed based on the analyses of these indicators. Our findings conclude
that scramble intersections are only effective when the Pedestrian LOS exceeds
C.
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By Simon Bingham (WSP) and Sergio Grosso (PTV UK)
Email: Simon.Bingham?wspgroup.com, Sergio.Grosso?ptv-newcastle.co.uk (please substitute ‘?’ with ‘@’ – spam
preventing measure)
Abstract:
WSP were commissioned to undertake the development of
a multi-modal model to assess the impact of developments and development plans
within the urban area of Bracknell. The model entails a four stage structure
compliant with current WebTag guidance on model form and is operated within
VISUM software providing a holistic environment both for demand modelling and
public transport/highway assignment. The model itself will be developed to
accommodate the requirements and sensitivity analysis required in order to
achieve central government funding.
The main requirement is that the transport model
should be built on a behavioural basis that determines the travel demand from
the underlying characteristics of the transport supply and the characteristics
of the travellers in the area. In addition the model requires a detailed
representation of the highway network in and around the centre of Bracknell to
accurately reflect current and changing levels of congestion whilst also being
able to take account of the external influences of Reading, Heathrow and outer
London and the
Developing the model to be WebTag compliant has led to
some re-engineering of the I/O flows between modules in VISUM and a different
implementation of skim matrices for mode choice/distribution indicating the
flexibility of VISUM in model development. Various aspects of the
implementation will be discussed.