In this paper, a new feedback control design for an isolated freeway ramp is presented utilizing hybrid dynamics based on Godunov's numerical technique. Previous feedback ramp metering designs have been mainly based on either discretized linearized methods such as ALINEA or nonlinear feedback designs based on ordinary differential equations for the traffic model. These models use lumped parameters, which fail to represent some details of the rarefaction wave phenomenon of the distributed model. Godunov's conditions employ the data known on both sides of each boundary in order to determine the characteristics of the boundary conditions. This paper uses Godunov's hybrid lumped model based on which feedback control design is proposed and simulation results for the model are presented. Real data is collected on one of the major freeway on-ramps in the Las Vegas area. The roadway parameters are estimated using least squares estimator then are used in the proposed Godunov based hybrid model. The proposed feedback ramp control design is compared with the actual ramp control algorithm. Self-tuning adaptive control is also performed using recursive parameter updating with and without exponential forgetting.

References

1.
Wattleworth
,
J. A.
,
1964
, “
System Demand Capacity Analysis on the Inbound Gulf Freeway
,”
Texas Transportation Institute
, Report No. 24-8.
2.
Drew
,
D. R.
,
1965
, “
Gap Acceptance Caharacteristics for Ramp Freeway Surveillance and Control
,”
Texas Transportation Institute
, Report No. 24-12.
3.
Pinnell
,
C.
,
Drew
,
D. R.
,
McCasland
,
W. R.
, and
Wattleworth
,
J. A.
,
1965
, “
Inbound Gulf Freeway Ramp Control Study I
,”
Texas Transportation Institute
, Report No. 24-10.
4.
Pinnell
,
C.
,
Drew
,
D. R.
,
McCasland
,
W. R.
, and
Wattleworth
,
J. A.
,
1965
, “
Inbound Gulf Freeway Ramp Control Study II
,”
Texas Transportation Institute
, Report No. 24-10.
5.
ITE
,
1996
,
Traffic Control Systems Handbook
,
Institute of Transportation Engineers
,
Washington, DC
, Chap. 4.14–4.40.
6.
Yuan
,
L. S.
, and
Kreer
,
J. B.
,
1971
, “
Adjustment of Freeway Ramp Metering Rates to Balance Entrance Ramp Queues
,”
Transp. Res.
,
5
, pp.
127
133
.10.1016/0041-1647(71)90014-1
7.
Wattleworth
,
J. A.
, and
Berry
,
D. S.
,
1964
, “
Peak Period Control of a Freeway System—Some Theoretical Investigations
,”
Highw. Res. Rec.
,
89
, pp.
1
25
.
8.
May
,
A. D.
,
1965
, “
Optimization Techniques Applied to Improving Freeway Operations
,”
Transp. Res. Rec.
,
495
, pp.
75
91
.
9.
Hellinga
,
B.
, and
Aerde
,
M. V.
,
1995
, “
Examining the Potential of Using Ramp Metering as a Component of an ATMS
,”
Transp. Res. Rec.
,
1494
, pp.
75
83
.
10.
Zhang
,
H.
,
Ritchie
,
S.
, and
Recker
,
W.
,
1995
, “
On the Optimal Ramp Control Problem: When Does Ramp Metering Work?
,”
Proceedings of the Transportation Research Board Annual Conference
.
11.
Papageorgiou
,
M.
,
Habib
,
H. S.
, and
Blosseville
,
J. M.
,
1991
, “
ALINEA: A Local Feedback Control Law for On-Ramp Metering
,”
Transp. Res. Rec.
,
1320
, pp.
58
64
.
12.
Chen
,
L. L.
,
May
,
A. D.
, and
Auslander
,
D. M.
,
1990
, “
Freeway Ramp Control Using Fuzzy Set Theory for Inexact Reasoning
,”
Transp. Res., Part A
,
24
(
1
), pp.
15
25
.10.1016/0191-2607(90)90067-G
13.
Goldstein
,
N. B.
, and
Kumar
,
K. S. P.
,
1982
, “
A Decentralized Control Strategy for Freeway Regulation
,”
Transp. Res., Part B
,
16B
(
4
), pp.
279
290
.10.1016/0191-2615(82)90012-1
14.
Zhang
,
H.
,
Ritchie
,
S.
, and
Lo
,
Z.
,
1994
, “
A Local Neural Network Controller for Freeway Ramp Metering
,”
Proceedings of the IFAC Transportation Systems
,
PRC
, pp.
655
658
.
15.
Masher
,
D. P.
,
Ross
,
D. W.
,
Wong
,
P. J.
,
Tuan
,
P. L.
,
Zeidler
,
H. M.
, and
Petracek
,
S.
,
1975
, “
Guidelines for Design and Operation of Ramp Control Systems
,”
Stanford Research Institute
, SRI Project.
16.
Hadj-Salem
,
H.
,
Davee
,
M. M.
,
Blosseville
,
J. M.
, and
Papageorgiou
,
M.
,
1988
, “
ALINEA: Unoutil de regulation dacces isole sur autoroute
,” Report No. INRETS 80.
17.
Pera
,
R. L.
, and
Nenzi
,
R.
,
1973
, “
TANA—An Operating Surveillance System for Highway Traffic Control
,”
Proc. Inst. Electr. Electro. Eng.
,
61
, pp.
542
556
.
18.
Helleland
,
N.
,
Joeppen
,
W.
, and
Reichelt
,
P.
,
1978
, “
Die rampendosierung an der a5 bonn/siegburg der bab 3 in richtung koln
,”
Strassenverkehrstechnik
,
22
, pp.
44
51
.
19.
NN
,
1983
, “
Ramp Metering in Auckland
,”
Traffic Eng. Control
,
24
, pp.
552
553
.
20.
Owens
,
D.
, and
Schofield
,
M. J.
,
1988
, “
Access Control on the M6 Motorway: Evaluation of Britain's First Ramp Metering Scheme
,”
Traffic Eng. Control
,
29
, pp.
616
623
.
21.
Buijn
,
H.
, and
Middelham
,
F.
,
1990
, “
Ramp Metering Control in the Netherlands
,”
Proceedings of the 3rd IEE International Conference on Road Traffic Control
, pp.
199
203
.
22.
Kachroo
,
P.
, and
Ozbay
,
K.
,
2003
,
Feedback Ramp Metering for Intelligent Transportations Systems
,
Kluwer
,
Dordrecht, The Netherlands
.
23.
Kachroo
,
P.
,
Ozbay
,
K.
,
Kang
,
S.
, and
Burns
,
J. A.
,
1998
, “
System Dynamics and Feedback Control Formulations for Real Time Dynamic Traffic Routing
,”
Math. Comput. Modell.
,
27
(
9–11
), pp.
27
49
.10.1016/S0895-7177(98)00050-8
24.
Kachroo
,
P.
, and
Krishen
,
K.
,
2000
, “
System Dynamics and Feedback Control Design Formulations for Real Time Ramp Metering
,”
J. Integr. Des. Process Sci.
,
4
(
1
), pp.
37
54
.
25.
Lighthill
,
M. J.
, and
Whitham
,
G. B.
,
1955
, “
On Kinematic Waves. I: Flow Movement in Long Rivers
,”
Proc. R. Soc. London, Ser. A
,
229
, pp.
281
316
.10.1098/rspa.1955.0088
26.
Lighthill
,
M. J.
, and
Whitham
,
G. B.
,
1955
, “
On Kinematic Waves. II: A Theory of Traffic on Long Crowded Roads
,”
Proc. R. Soc. London, Ser. A
,
229
, pp.
317
345
.10.1098/rspa.1955.0089
27.
Richards
,
P. I.
,
1956
, “
Shockwaves on the Highway
,”
Oper. Res.
,
4
, pp.
42
51
.10.1287/opre.4.1.42
28.
Greenshields
,
B. D.
,
1935
, “
A Study in Highway Capacity
,”
Highway Res. Board
,
14
, p.
458
.
29.
Whitham
,
G. B.
,
1974
,
Linear and Nonlinear Waves
,
John Wiley
,
New York
.
30.
Haberman
,
R.
,
1987
,
Mathematical Models: Mechanical Vibrations, Population Dynamics, and Traffic Flow
,
SIAM
,
Philadelphia, PA
.
31.
Kachroo
,
P.
,
2009
,
Pedestrian Dynamics: Mathematical Theory and Evacuation
,
CRC
,
Boca Raton, FL
.
32.
Leveque
,
R. J.
,
2005
,
Numerical Methods for Conservation Laws
,
Birkhauser
,
New York
.
33.
Lax
,
P. D.
,
1987
,
Hyperbolic Systems of Conservation Laws and the Mathematical Theory of Shock Waves
,
SIAM
,
Philadelphia, PA
.
34.
van der Schaft
,
A. J.
, and
Schumacher
,
H.
,
1999
,
An Introduction to Hybrid Dynamical Systems
,
Springer
,
New York
.
35.
Xie
,
G.
,
2004
,
Freeway Travel Times: Interactive Dashboard
, Regional Transportation Commission of Southern Nevada, http://bugatti.nvfast.org/PMMS/
36.
Luenberger
,
D. G.
,
1969
,
Optimization by Vector Space Methods
,
Wiley
,
New York
.
37.
Slotine
,
J.-J. E.
, and
Li
,
W.
,
1991
,
Applied Nonlinear Control
,
Prentice Hall
,
Englewood Cliffs, NJ
.
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