LinSig

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LinSig
LINSIG 3 Screenshot - Leftfield Way.png
LinSig 3 under Windows 10 for a crossroads junction. The network layout and signal stage sequence are visible.
Developer(s) JCT Consultancy
Stable release
3.2 / May 2012
Operating system Windows
Type Traffic Software
License Software license agreement
Website http://www.jctconsultancy.co.uk
A typical signalised junction with vehicle and pedestrian signals in the UK. Traffic lights in Southborough - geograph.org.uk - 1065113.jpg
A typical signalised junction with vehicle and pedestrian signals in the UK.

LinSig is a software tool by JCT Consultancy which allows traffic engineers to model traffic signals and their effect on traffic capacities and queuing. [1] As well as modelling the effects of traffic signals LinSig also optimises signal timings to reduce delay or increase capacity at a junction or group of interlinked junctions. [2] [3]

Contents

History

LinSig was developed in the UK by Brian Simmonite in the 1980s who went on to set up JCT Consultancy. The software has been updated a number of times during its life.

DOS Versions

LinSig was first written in the mid-1980s as a DOS-based tool for analysing and optimising single traffic signal junctions. The use of the software spread mainly by word of mouth within the traffic signals profession becoming widely used by signal engineers. The LinSig traffic modelling was based on standard 'Y' value hand calculations [4] which were widely used at the time for manually calculating traffic signal capacities and delays. This allowed the results of the software to be easily checked against existing manual calculations.

LinSig for Windows Version 1 - Released March 2000

LinSig for Windows Version 1 retained the same modelling capabilities as the earlier DOS versions but provided a Windows interface. This version also introduced graphical diagrams into the software showing information such as the junction's lane layout and the phasing and staging arrangements.

LinSig Version 2 - Released April 2006

LinSig Version 2 was the first version of LinSig to allow the modelling of more than one junction. [5] A new network traffic model was introduced which allows the coordination of closely spaced traffic signal junctions to be modelled.

LinSig Version 3 - Released June 2009

LinSig 3 changed from a link-based model to a lane-based model. [6] It also allowed the user to model larger networks and provides new network modelling tools such as delay-based traffic assignment and entropy-based trip matrix estimation. Using this software it is possible to model signalised roundabouts. [7]

Modelling basis

LinSig uses a development of the Cyclic Flow Profile traffic model which has been used extensively in the UK for many years. The Cyclic Flow Profile Model simulates the interaction between closely space junctions allowing coordinated signal timings to be modelled.

Typical Input data

LinSig input data includes observed traffic flows, traffic signal controller phases and stages, time between green signals, [8] saturation flows [9] and lane lengths.

Pedestrian Modelling

Pedestrian delays at signal junctions can be modelled for individual or linked crossings.

Signal optimisation

LinSig optimises signal timings either to maximise traffic capacity or minimise delay at a junction.

Network modelling

LinSig can model and optimise networks of several junctions as well as individual junctions. It is designed to model small groups of junctions in detail rather than larger networks covering entire towns.

Delay Based Assignment

LinSig uses a traditional user equilibrium assignment to assign traffic to routes through the network based on delays calculated by the network model.

Matrix Estimation

LinSig provides a matrix estimation facility to generate a network wide trip matrix from junction turning counts. This uses a combination of traditional entropy-based estimation methods together with customisations targeted at estimating matrices in smaller networks.

Alternative solutions

The main competitor within the UK marketplace is TRANSYT.

See also

Related Research Articles

Roundabout Traffic intersection

A roundabout is a type of circular intersection or junction in which road traffic is permitted to flow in one direction around a central island, and priority is typically given to traffic already in the junction.

Intersection (road) Road junction where two or more roads either meet or cross at grade

An intersection is an at-grade junction where two or more transport flows meet or cross. Intersections may be classified by number of road segments, traffic controls or lane design.

Transport Research Laboratory

TRL Limited, trading as TRL is an independent private company offering a transport consultancy and research service to the public and private sector. Originally established in 1933 by the UK Government as the Road Research Laboratory (RRL), it was privatised in 1996. Its motto or tagline is 'The Future of Transport'.

Green wave

A green wave occurs when a series of traffic lights are coordinated to allow continuous traffic flow over several intersections in one main direction.

Microsimulation is a category of computerized analytical tools that perform highly detailed analysis of activities such as highway traffic flowing through an intersection, financial transactions, or pathogens spreading disease through a population. Microsimulation is often used to evaluate the effects of proposed interventions before they are implemented in the real world. For example, a traffic microsimulation model could be used to evaluate the effectiveness of lengthening a turn lane at an intersection, and thus help decide whether it is worth spending money on actually lengthening the lane.

A junction is where two or more roads meet.

Intersection Capacity Utilization (ICU) method is a tool for measuring a roadway intersection's capacity. It is ideal for transportation planning applications such as roadway design, congestion management programs and traffic impact studies. It is not intended for traffic operations or signal timing design. ICU is also defined as "the sum of the ratios of approach volume divided by approach capacity for each leg of intersection which controls overall traffic signal timing plus an allowance for clearance times." The ICU tells how much reserve capacity is available or how much the intersection is overcapacity. The ICU does not predict delay, but it can be used to predict how often an intersection will experience congestion.

In traffic engineering, saturation describes the maximum traffic flow which can be handled by a junction. The saturation flow is the rate at which a continuous flow of vehicles can pass through a constant green signal, typically expressed in vehicles per hour or PCUs per hour.

Traffic light control and coordination

The normal function of traffic lights requires more than sight control and coordination to ensure that traffic and pedestrians move as smoothly, and safely as possible. A variety of different control systems are used to accomplish this, ranging from simple clockwork mechanisms to sophisticated computerized control and coordination systems that self-adjust to minimize delay to people using the junction.

Canadian Capacity Guide For Signalized Intersections

The Canadian Capacity Guide for Signalized Intersections (CCG) is a publication of the Canadian Institute of Transportation Engineers (CITE). It provides a methodology that allows Traffic Engineers to plan, design, and evaluate traffic signal controlled roadway intersections.

Traffic simulation

Traffic simulation or the simulation of transportation systems is the mathematical modeling of transportation systems through the application of computer software to better help plan, design, and operate transportation systems. Simulation of transportation systems started over forty years ago, and is an important area of discipline in traffic engineering and transportation planning today. Various national and local transportation agencies, academic institutions and consulting firms use simulation to aid in their management of transportation networks.

Paramics is traffic microsimulation software, originally developed by Quadstone Ltd. There is a related pedestrian microsimulation product called the Urban Analytics Framework.

Cell Transmission Model (CTM) is a popular numerical method proposed by Carlos Daganzo to solve the kinematic wave equation. Lebacque later showed that CTM is the first order discrete Godunov approximation.

TRANSYT-7F is a traffic simulation and signal timing optimization program. The primary application of TRANSYT-7F is signal timing design and optimization. TRANSYT-7F features genetic algorithm optimization of cycle length, phasing sequence, splits, and offsets. TRANSYT-7F combines a detailed optimization process with a detailed macroscopic simulation model.

TSIS-CORSIM is a microscopic traffic simulation software package for signal systems, highway systems, freeway systems, or combined signal, highway and freeway systems. CORSIM consists of an integrated set of two microscopic simulation models that represent the entire traffic environment. NETSIM represents traffic on urban streets. FRESIM represents traffic on highways and freeways. Microscopic simulation models the movements of individual vehicles, which include the influences of geometric conditions, control conditions, and driver behavior. TSIS is an integrated development environment that enables users to conduct traffic operations analysis. Built using a component architecture, TSIS allows the user to customize the set of included tools, define and manage traffic analysis projects, define traffic networks and create inputs for traffic simulation analysis, execute traffic simulation models, and interpret the results of those models.

Adaptive traffic control system (ATCS) is a traffic management strategy in which traffic signal timing changes, or adapts, based on actual traffic demand. This is accomplished using an adaptive traffic control system consisting of both hardware and software.

Sidra Intersection is a software package used for intersection (junction) and network capacity, level of service and performance analysis, and signalised intersection and network timing calculations by traffic design, operations and planning professionals.

Split Cycle Offset Optimisation Technique (SCOOT) is a real time adaptive traffic control system for the coordination and control of traffic signals across an urban road network. Originally developed by the Transport Research Laboratory for the Department of Transport in 1980, research and development of SCOOT has continued to present day. SCOOT is used extensively throughout the United Kingdom as well as in other countries.

Junctions is a software package by Transport Research Laboratory. It incorporates the previously separate programs ARCADY, PICADY and OSCADY. The latest version, Junctions 10, was launched Wednesday 3 February 2021.

TRANSYT

TRANSYT is traffic engineering software developed by the Transport Research Laboratory. It is used to model signalised highway networks and has the ability to model platooning.

References

  1. http://www.jctconsultancy.co.uk/Support/documentation.php LinSig Manual. JCT Consultancy. June 2009. Paul Moore
  2. TfL Traffic Modelling Guidelines v3 http://content.tfl.gov.uk/traffic-modelling-guidelines.pdf
  3. Bolsover Town Transport Study https://www.bolsover.gov.uk/images/LIVE/P/Plan_EB_BolsTTSreport_1610.pdf
  4. Bangladesh Roads and Highways Department - Paragraph 5.30 http://www.rhd.gov.bd/Documents/ExternalPublications/Trl/Calculation%20of%20traffic%20signal%20timings-Webster's%20method%20Note13.pdf http://www.rhd.gov.bd/Documents/ExternalPublications/Trl/Calculation%20of%20traffic%20signal%20timings-Webster's%20method%20Note13.pdf
  5. http://www.jctconsultancy.co.uk/Home/docs/JCT_LINSIG2_Joined_Up_Modelling_TEC_Article_Sep2006.pdf Joined Up Traffic Modelling with LINSIG V2. TEC Journal. September 2006. Paul Moore
  6. JCT Consultancy, LINSIG 3 User Guide
  7. http://www.jctconsultancy.co.uk/Home/docs/JCT_LinSig_for_Signalled_Roundabouts_Symposium_2007.pdf LinSig for Signalled Roundabouts. JCT Symposium, Nottingham, September 2007 Dr. Douglas Reid, Brian Simmonite
  8. Traffic Signs Manual Chapter 6 https://assets.publishing.service.gov.uk/government/uploads/system/uploads/attachment_data/file/851465/dft-traffic-signs-manual-chapter-6.pdf
  9. http://www.trl.co.uk/online_store/reports_publications/trl_reports/cat_traffic_engineering/report_the_prediction_of_saturation_flows_for_single_road_junctions_controlled_by_traffic_signals.htm Research Report 67 - The prediction of saturation flows for single road junctions controlled by traffic signals, Kimber, TRL