EUROCOR

EUROPEAN URBAN CORRIDOR CONTROL

Project V 2017

DELIVERABLE 9A
WORKPACKAGES W.P 4.1 & 4.2

FULLY INTEGRATED CONTROL DESIGN

Authors: F.Middelham (RWS-AVV)
H.Haj-Salem (INRETS)
M.Papageorgiou (TUC)
J.Chrisoulakis (TRUTh)
P.Gower (TRL)
D.Tordjman (SRILOG)
J.Psarras (CMSU)

Tom McLean (SRC)


Deliverable Type: P
Contract Date: 31-07-94
Submission Date:30-09-94

Partners: TRUTh, TUC, INRETS, TRL, CMSU, SRILOG, RWS-AVV
Assoc. Partners: Ville de Paris, RWS-NH, SRC

Commission of the European Communities
Advanced Transport Telematics

Project reference Number: V 2017
Project Title: EUROCOR-EUROPEAN CORRIDOR CONTROL
Prime Contractor: TRUTh. Transport Research Unit of Thessaloniki (GR)
PARTNERS: TUC. Technical University of Crete (GR)
INRETS. Institut National de Researche sur les Transports et leur Securite (F)
TRL. Transport Research Laboratory (UK)
CMSU. Communications & Management Systems Unit (GR)
RWS-AVV. Ministry of Transport (Rijkswaterstaat) Transport Research Center (NL)
SRILOG. Societe de Realisation Informatique et Logiciel (F)
Associated Partners: Ville de Paris (F)
RWS-NH. Ministry of Transport (Rijkswaterstaat) Regional Directorate North-Holland (NL)
SRC. Strathclyde Regional Council (UK)
Document Status: Public Report
W.P. Leader: Frans Middelham
Ministry of Transport
Boompjes 200
3011 XD Rotterdam
The Netherlands
Submission Date: 30-09-94

 

TABLE OF CONTENTS

EXECUTIVE SUMMARY

1. INTRODUCTION

1.1 DRIVE II Context
1.2 Ramp-metering in the Netherlands
1.3
Ramp-metering and VMS-signs in France

2. SIMULATION STUDIES IN THE NETHERLANDS

2.1 Simulation Study with SATURN

2.1.1 Alternatives studied
2.1.2 Results obtained

2.2 Simulation Study with FLEXSYT

2.2.1 Approach followed
2.2.2
Results obtained

3. DECISION IN THE NETHERLANDS

4. CONTROL STRATEGIES IN THE NETHERLANDS

4.1 Strategies for Local Ramp-Metering

4.1.1 Rijkswaterstaat strategy
4.1.2 ALINEA strategy

4.2 Strategies for Coordinated Ramp-Metering

4.2.1 Control strategies with the first level of coordination
4.2.2
Control strategies with the second level of coordination

5. TUNING AND VALIDATION WITH METALINE

5.1 Geometrical data and measurement information
5.2 Simulation tests
5.3 Implementation matters

6. SIMULATION STUDIES IN FRANCE

6.1 VMS Control Strategies objectives
6.2 Context
6.3 Summary Description of METACOR

6.3.1 Network representation

6.4 Model Application to the Southern part of C.P.

6.4.1 Description of the Southern part of C.P.

6.5 Definition of the tested scenarios
6.6 Traffic demands of the network origins
6.7 Evaluation criteria
6.8 Results obtained

7. CONCLUSION

REFERENCES

APPENDIX I: A10-WEST TEST SITE

I: Analysis of the effect of Ramp Metering using SATURN
II: Analysis of the local effects of ramp metering on two Junctions with the Motorway A10-WEST using FLEXSYT

APPENDIX II: A10-WEST TEST SITE

Design and Simulation Test of Coordinated ramp metering control (METALINE) for A10-WEST in Amsterdam

APPENDIX III: FRANCE TEST SITE

Simulation Results of the VMS control strategies: Heuristic Approach


EXECUTIVE SUMMARY

In this deliverable the off-line simulation testings for both sites (A10-WEST in Amsterdam and Corridor Périphérique in Paris) and a part of the algorithms for integrated design of control strategies applicable to corridor traffic networks are presented. A second portion of optimization based, fully integrated corridor control strategies will be presented in a future Deliverable 9B along with simulation investigations for the third EUROCOR site (M8 Corridor in Glasgow)

With respect to the Dutch site A10-WEST, this deliverable describes the ramp-metering simulation in the feasibility phase, in which two simulation studies were conducted. These studies encouraged to install 4 on-ramp installations and to investigate seven different control strategies. The first study was conducted with the assignment program SATURN. The general results show that ramp-metering will have a positive effect on the traffic flow on the A10-WEST: congestion will reduce and travel times will shorten. The urban network show some changes in usage, but the traffic situation will not deteriorate. The second study was conducted with the simulation program FLEXSYT and focused on two local situations near the motorway. The results show that the situation near the S102 junction is very critical.

For tuning and validation reasons, the local and coordinated ramp-metering schemes ALINEA and METALINE on A10-WEST have also been simulated and tested by use of the macroscopic simulation tool METANET.

With respect to the French site (Corridor Périphérique), it was decided to investigate the VMS control strategies impact on the Corridor traffic by using the simulation tool METACOR which has been already calibrated and validated on the same site. The heuristic approach has been applied including several scenarios at the strategic node in the Corridor where the diversion aspect took place.

The simulation results obtained, indicate that the improvement of the traffic conditions on the two components of the network (urban and motorway part) are fairly sensitive to the traffic portion diverted from the motorway to the urban part. Three optimal scenarios have been identified qualified and quantified. These opimal scenarios indicated that the portion of the diverted users does not exceed 400-500 veh/h. Otherwise the traffic conditions on the considered network is dramatically deteriorate.