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 PROJECT SPECIFICATION Micro-simulation Model of Idro ttsparken Roundabout ANALYSIS OF COMMUNICATION AND TRANSPORT SYSTEM (TNK103) Lecturer: Clas Rydergren Ellen Grumert Composed by: Mochdiana Hernawan ([email protected]) Petrus Hery Tris Cahyono (petca501@s tudent.liu.se) Tri Sudibyo (trisu986@studen t.liu.se) Linköping University April 2011

Project Specification Idrottsparken

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PROJECT SPECIFICATION Micro-simulation Model of Idrottsparken Roundabout

ANALYSIS OF COMMUNICATION AND TRANSPORT SYSTEM (TNK103)

Lecturer:

Clas Rydergren

Ellen Grumert

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Table of contents

Introduction ....................................................................................................................................1

Background ....................................................................................................................................1

Project aim and purpose ..................................................................................................................1

Goals and requirements ...................................................................................................................1

Usage..........................................................................................................................................3

Overview of the system...................................................................................................................3

Description of the system ............................................................................................................3

Components ................................................................................................................................5

Delimitation or What is not included ...........................................................................................5

Delivery..........................................................................................................................................6

Documentation................................................................................................................................6

Time plan........................................................................................................................................7

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Introduction 

Nowadays, the traffic population increases rapidly so that the road is over capacity. This

condition become a problem for the transportation. To identify, analyze, design and solve the

traffic problem, traffic engineer could use simulation model. The traffic simulation model is a

technique that can be used to figure the real traffic conditions because the calibrated and

validated simulation could represent the real traffic condition. There are 3 methods of 

simulation. They are micro-simulation, meso-simulation and macro-simulation. In this

project, a micro-simulation is applied to develop a model in the roundabout at the

Idrottsparken.

Background

The roundabout at Idrottsparken consists of four legs. It connects 3 roads. They are

Kungsgatan, Södra Promenaden and Albrektsvägen. Congested traffic occurs during peak 

hours in the morning and afternoon. In the location, the congestion can be seen from the

queue length at each roundabout’s leg. From the preliminary survey, the long queuing

affecting the congestion is contributed by traffic flows from Kungsgatan and Sodra

Pramenaden. This project focuses on the roundabout at Idrottsparken which is influenced by

nearest intersection in Kungsgatan.

Project aim and purpose

The aim of this project is to develop, calibrate, validate and experiment the micro-simulation

model of the traffic in the roundabout at Idrottsparken so that the performance of the

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-  create form(s) to conduct the main

survey (week 13, deadline: April, 3,

2011)

3 Data Collection Obtained data of:

-  road geometry design and network 

(week 14)

-  Demand data, consisting of traffic

volume: traffic flow approaching

the roundabout, and turning flow(week 14)

-  Calibration data using the queue

length, and validation data using

travel time (week 14 and 15)

-  traffic signaling (week 14)

-  Input data that related with user

behavior like reaction time are

difficult to be observed, so we use

the default data from AIMSUN.

1st 

4 Developing Model

Simulation

-  Develop model using Aimsun

software (road geometry and

network) (week 14-15) E h ki f th d l ( k

1st 

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-  Finalizing and submit project report

(week 22, deadline: June, 1, 2011)

Usage 

The developed model can be used to figure the current traffic situation in the roundabout at

Idrottsparken and identify the congestion problem. It also can be proposed to improve the

roundabout performance, so that this project could be an alternative suggestion for the local

authority.  

Overview of the system 

The roundabout at Idrottsparken is congested during rush hours, especially in Kungsgatan and

Sodra Promenaden direction. The nearby city center brings a large number of passenger cars.

The roundabout at Idrottsparken is figured below.

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Figure 2. Influence Area

The analysis focus on the roundabout only, whereas the intersection is considered in the

model because that intersection involves the roundabout congestion.

The base data needed is the roundabout, intersection and road geometry. To draw the network 

geometry, we combine between the field measurement and the map digitization. The software

used is AutoCAD. The data needed include the traffic control and speed limit.

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Thursday

April 7th,

2011

07.15 - 08.30 √  √  √ - conducted in 15 minutes.

The total time needed for a

survey is 75 minutes.The period of survey has

been chosen on that time by

considering that the survey

should be started before

the onset of congestion

and end after the

dissipation of all

congestion. 

15.45 – 17.00 √  √  √ -

Tuesday

April 12nd

,

2011

07.15 - 08.30 - - - √ 

15.45 – 17.00 - - - √ 

WednesdayApril 13

rd,

2011

07.15 - 08.30 - - - √ 

15.45 – 17.00 - - - √ 

Thursday

April 14

th

,2011

07.15 - 08.30 - - - √ 

15.45 – 17.00 - - - √ 

All of the data gathered from the field survey will be the input for the AIMSUN program to

be simulated in a traffic model. The built model will be calibrated and validated with the

separated data to ensure the model represent the real condition of the study area. When the

simulation model is well validated, meaning that it already represents the real traffic

conditions, the experienced problems is ready to be analyzed. Based on the problem that isfound in simulation model, we can propose a suggestion to solve the problem.

Components 

The results of the project consist of:

1.  Documented data collection.

2.  Calibrated and validated simulation model.

3 R d b t bl id tifi ti l t d ith th ti b d th

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condition is unlike the other two intersections which are relatively far from the

roundabout and give small effect to the roundabout.

3.  Based on the preliminary survey, our group decides the data collection will beconducted during the morning and afternoon peak hours, at 07:30-08:30 AM and

16:00-17:00 PM, with the early 15 minutes warming up time.

4.  The traffic signal system used for the existing condition model is  fixed time control 

 plan signal.

5.  In the traffic simulation model of AIMSUN, the calibration process will use thequeue data, while the validation process will use the travel time data. The queue and

travel time data that is calculated is queue and travel time of the vehicle in the sectionbefore they enter the roundabout.

6.  The input data that are related to human behavior like reaction time and queuing

leaving speed is difficult to be gathered in the field survey, so that we use the data

from the AIMSUN default and literature.

7.  In this traffic simulation and analyzes, there are no considerations or analyzes in the

sound pollution, air pollution or other environmental impacts.

General demands of the complete systemThe general demands of the system outputs or final suggestions have to fulfill some aspects asfollows:

1.  The traffic simulation model has to be as good as possible represents the real trafficcondition of the study area. To achieve this, error checking, calibration and validation

have to be held.

2.  The alternative improvement suggestion will be compared to the existing conditions

weather it will be better or worse.

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2 Project Plan This part will explain the time table and man-hours

allocation in conducting the entire works on the project 

3 Project Report This is the final result of the project works. In this document

our group will report the entire problems, analysis, and

conclusion of what we obtain from the study area of 

Idrottsparken roundabout. This document will be consisting

of Introduction, Overview of Existing condition, Literature

Review, Data Collection, Modeling / Simulation, Analysis,

Conclusion. 

4 Opposition Report In the nearly end of the project course, our group will

oppose other group’s project which will be documented in

an opposition report, consisting of suggestions, inputs, or

critics if necessary. 

5 A documented datacollection

This part is consisting of data forms, field survey forms, andother data-gathering related documents. The analyses result

in the AIMSUN simulation will also collected in this part of 

project. 

Time plan

Th ti t bl f thi j t hi h l i i th d t il f k d th ll ti f ti

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1

Appendix

Activity and time plan

Project title: Microsimulation of the roundabout at Idrottsparken

Project members: Date: 05/04/2011

1. Mochdiana Hernawan Version: 1.0

2. Petrus Hery TC

3. Tri Sudibyo

Activities Time Who Weeks

No Description Hours Initials 12 13 14 15 16 17 18 19 20 21 22

1 Introductory seminars 12 All mon

2 Construct project group and indicate project priorities  1 All

3 Supervision

First meeting (Supervision 1) 1 All tue

Supervision 2 7 Allmon

Supervision 3 1 All mon

Supervision 4 1 All

Supervision 5 1 All

Supervision 6 1 All

4 Preliminary survey wed

check location of the roundabout 1 All

check of the traffic condition 1 All

check of the traffic signaling 1 All

determine point for the surveyor 1 All

5 Project specification and project plan - All

Developing the time plan (Gant chart) 3 All

Writing project specification 14 All

Project specification and project plan delivery wed

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6 Developing and finalizing the traffic survay form 4 All

7 Collecting data

Traffic Flow, turning movement and queue data 10 All

Travel time data 10 All

Road geometry and network design 1 All

Traffic signaling 1 All

8 Develop AIMSUN Modeling

Develop the model 16 All

Error checking the model 8 All

Calibrate the model with appropriate field data 16 All

Validate the model with field data 16 All

Scenario(s) as alternative suggestion 10 All

9 Project Report Writing

Draft report writing

Chapter I (Introduction) 4 AllChapter II (Overview of Existing Condition) 4 All

Chapter III (Literature Review) 6 All

Chapter IV (Data Collection) 6 All

Chapter V (Modeling / Simulation) 4 All

Chapter VI (Analysis) 4 All

Chapter VII (Conclusion) 4 All

Finalizing report writing

Chapter I (Introduction) 2 All

Chapter II (Overview of Existing Condition) 2 All

Chapter III (Literature Review) 4 All

Chapter IV (Data Collection) 4 All

Chapter V (Modeling / Simulation) 4 All

Chapter VI (Analysis) 4 All

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Chapter VII (Conclusion) 4 All

Preliminary report submission (for opposition) 1 All thu

Written opposition 1 All tue

Final revision after the opposition 4 All

Final report submission 1 All fri

10 Mid project evaluation 1 All mon

11 Final report presentation 2 All wed

12 Project group self assessment 1 All wed

Total number of hours 205