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A note on the New Optimization Model for Traffic Problem (The state-of-the-art optimization technique and future development)

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(1)

A note

on

the New

optimization

Model for Traffic Problem

Yan Gu*

Xingju

Caia DerenHana David Z.W

Wangb

*

System

optimization Laboratory,

Department

of

Applied

Mathematics and

Physics

Graduate School of

Informatics, Kyoto

University

aSchoo1 of Mathematical

Sciences,

Jiangsu Key Labratory

for

NSLSCS,

Nanjing

Normal

University, Nanjing,

China.

bCorresponAng

author,

School of Civil and Environmental

Engineering,

Nanyang

Technological

University,

Singapore, Singapore.

1

Introduction

The purpose of thisnoteis twofold:

(1)

to

give

the

background

in the paper

by

Guet al.

(2016)

onthe

tri‐level

optimization

model for

private

road

competition problem

with traffic

equilibrium

constraints, and

(2)

tosummarize the main idea and model in that paper.

In recentyears, duetothe funds

limitation,

there has beena

growing

trend forgovernmentstoallow

private participation

in some

major

public

investments,

especially

for infrastructure

projects,

suchas ex‐

pressways and

highway,

under aprocurement system called

build‐operate‐transfer

(BOT) (Roth, 1996).

Underthisscheme, the

project

sponsor is

responsible

for

financing,

construction and

operating roads,

and inretum, should receive therevenuefrom road toll

charge

forsomeyears. After

that,

the roads will be

transferredtothegovernment. The

major

motivationfor the BOT scheme is that thegovernmentdoesnot needto

spend

any

public funding

while the

public

infrastructurecanstill be constructed.

Meanwhile,the

private

firmscan

enjoy

a

high potential profit

fromasuccessful BOC

project.

Thereare

many research works in the literature

discussing

the

problem

of

public‐private‐partnership

in

transportation

infrastructure construction. Givenan

existing

transportnetworksystem,toalleviate the traffic

congestion,

thegovernmentdecidesto

develop

certain number ofnewroads. However,the governmenthas limited fund andcannotaffordtoinvest in

building

upall of theseroads, sothe

private

firmsare

encouraged

to

participate

the

development

of thesenewroads.

Yang

etal.

(2009)

consideredatoll road

competition

under atraffic network of BAT. Therearetwoor moredifferent

participating private

firms and the firmscanmake

theirown

optimal

decisionsonboth the investment

(capacity)

and toll

charges.

The

equilibrium problem

is solved basedonthe

assumption

that the

private

firmsdetermine their

operation

strategies

on

multiple

toll

roads inaroad networktomaximize their

profit.

However,if all thenewroadsarebuilt and

operated by

private

firms under the BOTscheme,aswasassumed in

Yang

etal.

(2009),

the

primary

objectives

of all the

private

firmsaretomaximize their

profits,

which isdeviated from the

original

targetof traffic

congestion

(2)

Noting

that

only private participation

in the road

competition

problem

may leadtoaless efficientsystem

and result inatraffic network

performance

that is deviated fromthe desired social welfare maximization case,it is

imperative

for thegovernmenttounderstand what role thegovernmentshould

play

in the situation of co1nmercialization and

private supply

of road and how thegovernmentshould determine the

optimal

participation

strategy

ensuring

the proper usage of

private

road. In

Yang

etal.

(2009),

thegovernment

played

aless

important

role in thesystem: not

being

ableto

participate

thenewroadconstruction and

operation,

the govemmentcan

only

use

regulations

tomanage thesystem,which would be much less efficient in

achieving

the

goal

of

maximizing

social welfare of thesystem.

Ifgovernmentcontrolssometolled

roads,

it is

possible

toinfluence the

operation strategies

of

private

roadstoavoid the reduced social

welfare,

andatthesametimeguaranteethe

private enterprises

can

gain

the

profit. OUviously,

theanswertothese

questions

and issues remainunclear and will be addressed in this

study.

Inthe paper

(Gu

and

Cai, 2016),

we

study

the

problem

that how thegovernmentshould takepartin the road

competition

while

taking

into consideration ofthe

private

firns’

responsive strategies

and the travelers’

equilibrium

travelpattern.It is assumed that thegovernment

plans

toconstructcertain number ofnewroads

to

improve

thetransportnetwork

performance.

Whilemostof thenewroads would be built up

by

the

private

firms under BOTscheme,thegovernmentitselfwould also

participate

in the road constructionand

operation

oncertainnewroads.

By

doing

so,it will bemoreefficient for thegovernmenttoachieve the

goal

of best

managing

the network trafficand

maximizing

the socialwelfare,as

compared

tothecaseof

letting

all the newroads constructed and

operated by only profit‐maximizing private

firms under BOT scheme. Because of

thetargetis that

basing

on

getting

the social welfaretomake the firmscompetetoeach other

by

themselves. Thegovernmentdoesn’tcompetewith the

private

firms. It

plays

asthe

guide

andwants toleadtomore

invest from the firms for the roads while doesn’t let themtobid up

price.

Therefor,theone‐shot game and

Stackelberg

game isnot exactsuitable forourmodel.

We

proposed

atri‐levelmathematical

programming

model formulate this

problem

and proposeaheuris‐

tic

algorithm

tosolvethis model. The upper level program determines the

optimal

toll tomaximize the social welfare.

Themiddle level describes the

private

firms’

optimal

strategies

ontheir investment

(road capacities)

and

toll

charge

that maximizes their

profits

in responsetothe

government’s

road toll decision.

In the lower

level,

theuser

equilibrium

traffic

assignment

is

conducted, assuming

all the roadusersmake routechoices

following

thedeterministicuser

equilibrium principle (Wardrop,

1952).

Andweformulate it

as afinite‐dimensional variational

inequality

and solve it

by

projection‐type

method with BBstepsize

(He

(3)

2

Traffic Network

Description

Weconsideradirected

transportation

network

G=(N, A)

,

consisting

ofasetN of nodes andasetA of

links whose elementsareordered

pairs

of distinct nodes.

The

following

arethe notations used in this paper:

v_{a}: the flowonlinka\in A,andv=

(v_{a} : a\in A)^{T}

be thevectorsoflinkflows,

t_{a}: anassociated

flow‐dependent

cost toa,is assumedtobe differentiable and

monotonically increasing

with theamountofflowv_{a},and

t(v)=(t_{a}(v_{a}) : a\in A)^{T}

be thevectorof link travel cost,

W: theset

ofOrigin‐Destination

(OD)

pairs,

R_{u}

: thesetof all

paths connecting

OD

pair

w\in W,and

R=\displaystyle \bigcup_{w\in W}R_{w},

d_{w}

: the traffic demand

traveling

betweenOD

pair

w\in W,and d=

(d_{w} : w\in W)^{T}

be thevectorsof OD

demands,

f_{rw}

: the flowon

path r\in R_{w}

of OD

pair

w\in W,and

f=

(f_{rw} : r\in R_{w}, w\in W)^{T}

be thevectorsof all

path

flows,

c_{rw} : the travelcost

along

a

path

r\in R_{w}

of OD

pair

w\in W,is thesumof travelcostsonall links that

compnse the

path, i.e,

c_{rw}=\displaystyle \sum_{a\in r}t_{a}(v_{a})

,and

c=(c_{rw} : r\in R_{w}, w\in W)^{T}

be the columnvectors

of

path

travel cost,

$\mu$_{w}: theminimum

path

costof OD

pair

w\in W,definedas

$\mu$_{w}=\displaystyle \min\{c_{rw} : r\in R_{w}\}

,and

$\mu$=($\mu$_{w}

:

w\in W)^{T},

$\Delta$:

\triangle=[$\Delta$_{ar}]

be the

link‐path

incidencematrix,where

$\Delta$_{ar}

equals

1 if

path

rincludes linka and 0

otherwise,

$\Lambda$: $\Lambda$=[$\Lambda$_{wr}]

be the

OD‐path

incidence

matrix,

where

$\Lambda$_{wr}

equals

1 if

path

rconnectsOD

pair

wand 0

(4)

3

Model

Formulation

The Whole Model: The

problem

under considerationcanbe formulatedas:

(Upper level)

\displaystyle \max

W( $\tau$)=(\displaystyle \sum_{w\in W}\int_{0}^{d_{w}}B_{w}( $\omega$)\mathrm{d} $\omega$-\sum_{a\in A}v_{a}t(v_{a})-\sum_{a\in J,a\in K}\frac{1}{ $\beta$} $\eta$ I_{a})- $\rho$\sum_{i\in K}\frac{1}{ $\beta$}$\tau$_{i}v\int 1

)

s.t.

$\tau$_{i}v_{i}\geq $\eta$ I_{i},

i\in K,

\langle

2

)

(Middle level)

(u_{\dot{}}, y_{j})\in S_{l_{2}}^{j},

j\in J

,

(3)

(Lower

level)

(v, d)\in S_{l_{1}}

.

(4)

Notethat A is thesetof all links in the network and

K\subseteq A, J\subseteq A.

4

Heuristic

Algorithm

Similartothe method in

solving

the EPEC

problem,

hereweproposeaheuristic method for the

computation

of the tri‐level

optimization problem,

a

synchronous

iterative method.

Theuser

equilibrium problem

canbe formulatedas afinite‐dimensional Variational

Inequality

(VI)

(Facchinei, 2003).

We describe the reformulated VI

formally

and then

adopt

the

recently developed projection‐

typemethod with BBstepsizetosolve it

(He

etal.

2012).

From

practical

point

of

view,

the governmentshould

adjust

the level of its tolls as less as

possible.

Therefore we cancontrol the upper iteration number forsomesuitable

figure.

Whileonthe other

hand,

private companies

canmake

appropriate adjustments according

tothe information of the

govemment’s

toll level and the users’

choice,

and choose theirown

optimal strategies.

Wehaveto

point

outthatthe

study

of this tri‐level

optimization

is still in its

infancy,

andthe

computation

ofa

global

solution is

difficult,

ifnot

impossible;

thiscanbe observed from the

special

caseof

solving

Mathematical

Programs

with

Equilibrium

Constraints

(MPEC),

i.e.,thegovemmentdoesnotinvolve in the system.The issue of convergence of the heuristic methods will be addressed in the future

study.

5

Conclusions

Inthis paper,westudied the situation in which thegovemment,

devoting

tomaximize the social

welfare,

and the

private

company,

urging

for maximum

profit,

exist in thesameroad network andoperatedifferent tolled roads

simultaneously. Envisaging

that the

participation

ofgovemmentinnewroad construction

alongside

(5)

goal

of

maximizing

social

welfare,

we

analyzed

the interaction

relationship

of

pricing,

road

capacity

and

competition

and how the road

capacity

and

price

aresettled

by using

game theoretical model.

We

develop

atri‐level modeltodescribe the

problem.

Aheuristic solution

algorithm

is

proposed

to solve the model. The mode results indicate that the model is

meaningful

asthe fundamental role for the

govemmentistomakeincrease in social welfare.

References

[1] Facchinei,

F.and

Pang, J.S.,

2003. Finite‐Dimensional Variational

Inequalities

and

Complementarity

Problems.

Springer‐Verlag.

[2] Guo,

X. L. and

Yang,

H., 2009.

Analysis

ofabuildoperatetransfer scheme for road

franchising.

Intemational Journal of Sustainable

Transportation

3,312‐338.

[3] He, H.,

Han,D. and

Li, Z.,

2012. Some

projection

methods with the BB stepsizes for variational

inequalities.

Journal of

Computational

and

Applied

Mathematics236,2590‐2604.

[4]

Roth, G.,1996. Roads inamarket economy.

Avebury

Technical,

Ashgate

PuUlishing,

UK,

England.

[5] Wardrop,

J.G., 1952. Some theoreticalaspectsof road traffic research.

Proceedings

of the Institute of Civil

Engineers,

Pt. II1,325‐378.

[6] Yang,

H., Xiao,F.and

Huang,

H.,2009. Private road

competition

and

equilibrium

with traffic

equilib‐

rium constraints. Joumal of Advanced

Transportation

36,

169‐185.

System optimization Laboratory

Department

of

Applied

Mathematics and

Physics

Graduate School ofInformatics

Kyoto

University

Kyoto

606‐8501 JAPAN

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