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    107

    organizations as well as national and local governments have designedpolicies that aim to increase the market shares of the non-road freighttransportation modes, focusing on intermodal or multimodal freighttransportation systems ( 4, 5 ). A research question is then raised: Whatis the desired (well-balanced) freight mode share? To what extentshould intermodal freight systems be desirable to ensure a market forfreight (and in this study, container transportation in particular is stud-

    ied) and to reduce CO 2 emissions from freight transportation? Thisstudy attempts to answer these questions by clarifying the relationshipbetween the costs and the CO 2 emissions of different modes.

    To estimate the share of particular freight transportation modes,a decision-support tool based on the multiobjective optimizationproblem was developed. The detailed outcome expected is the everchanging network assignment solution for each solution as well asthe trade-off curve, which consists of a certain number of assignmentsolutions. This outcome may be an answer to the research questionasked above. The tool is applied to a simplied network consisting of two hubs and four spokes (i.e., two nodes for hubs and four nodes forlocal shippers and consignees).

    MULTIMODAL HUB-AND-SPOKENETWORK REPRESENTATION

    This section describes the representation of a multimodal hub-and-spoke network, which consists of two kinds of nodes, hub cities andlocal cities, and two kinds of arcs, internal ows and external ows.Figure 1 a illustrates the internal and external ows. The internalows consist of explicit and implicit internal ows. Explicit inter-nal ows indicate the ows from or to any node in the network,excluding a dummy node, which is the representative node for othercities in the network region. Implicit internal ows, which inuencethe network but which are not specically expressed in the network,indicate the ows from and to the dummy node. For example, theimplicit internal ows might use long haul in an intermodal freightsystem, but the destination is not explicitly indicated in the network region. The external ows are coming or outgoing from or to someplace outside of the network. Specically, if the supply of node 1(O1) is the sum of X 1external , X 12, and X 1dummy , only X 12 is considered.This is illustrated in Figure 1 b, in which one more hub city and somemore local cities are added to the representation in Figure 1 a. Thearcs do not represent the homogeneous infrastructure (e.g., high-ways). For example, ARC hub1hub2 can be a railway, a short sea ship-ping line, or a roadway. X hub1external can be short or deep sea shippinglines. Figure 1 c presents the comprehensive network by considera-tion of all possible modes in the network. For example, the longhaulage from Hub 1 to Hub 2 ows on ARC hub1hub2 and is the sum-

    Trade-Off Between Carbon DioxideEmissions and Logistics Costs Based

    on Multiobjective OptimizationNam Seok Kim, Milan Janic, and Bert van Wee

    This paper examines the relationship between the freight transport costsand the carbon dioxide (CO 2) emissions in given intermodal and truck-only freight networks. When the trade-off, which is represented as therelationship, is changed, the freight mode share and route choice are alsomodied. To show the ever changing trade-off and mode and routechoice, a decision-support tool was developed. The given intermodalfreight networks represent different freight combinations (i.e., a truck-

    only system, a rail-based intermodal system, and a short sea-basedintermodal system). Because CO 2 constraints in logistics markets willneed to be realized in the near future, a modal shift in freight trans-portation could be expected to reduce the CO 2 emissions within the rea-sonable cost and time constraints. The technique of multiobjectiveoptimization is used as the core of the decision-support tool for clarify-ing the relationship. The tool that was developed is applied to a simpli-ed freight transport network connecting two large European ports: thePort of Rotterdam (the Netherlands) and the Port of Gdansk (Poland).The initial solution, based on the minimization of freight costs, showsthat the mode share of freight is local and regional freight transporta-tion situations, whereas the other solutions balanced with CO 2 emissionsshow that the mode share is changed into an intermodal freight system,which is based on a hub-and-spoke network. In considering the chang-

    ing demands and capacities of freight systems, ve scenarios are testedto examine the impact of mode and route change on the trade-off. Theresults of scenario analyses show that the trade-off is significantlyinfluenced by the demands and capacities of systems.

    In most logistics systems, the minimization of cost and time per-formance has always been the main objective. Efficiency-orientedlogistics systems have created a high degree of dependence on thetruck-only system (the road freight market share amounts to about44% in the European Union) ( 1, 2 ). However, over the same timeperiod, road freight transportation has been one of the most rapidlygrowing contributors to carbon dioxide (CO 2) emissions, although theCO2 emissions from other contributors have decreased, albeit rather

    slowly, over the past 10 years ( 1, 3 ). Consequently, to reduce the CO 2emissions from road freight transportation in Europe, international

    N. S. Kim and M. Janic, Department of Transport and Infrastructure, OTBResearch Institute, Delft University of Technology, Jaffalaan 9, 2628 BX Delft,Netherlands. B. van Wee, Department of Transpor t and Logistic, Faculty of Tech-nology, Policy and Management, Delft University of Technology, Delft, Netherlands.Corresponding author: N. S. Kim, [email protected].

    Transportation Research Record: Journal of the Transportation Research Board, No. 2139, Transportation Research Board of the National Academies, Washington,D.C., 2009, pp. 107116.DOI: 10.3141/2139-13

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    108 Transportation Research Record 2139

    (a )

    (b)

    (c)

    Highway Railway SSS DSS

    Network Region

    D

    Hub1

    41

    3

    2Hub2

    1

    2

    Network Region

    X12 + X14 + X1dummy + X34 + X32

    X12 + X14 + X1dummy

    +X3dummy

    Hub1

    Hub2

    3

    4

    X34 + X32 + X3dummy

    X32 + X12

    X14 + X34

    X1dummy + X3dummy

    D

    X1external

    X3external

    Xhub1external

    Network Region

    D

    Explicit Internal flows

    Implicit internal flows (X 1dummy )

    External flows (X 1external )

    1

    2

    FIGURE 1 Freight network representation: (a ) internal and external flows, ( b) hub-and-spoke network, and(c ) multimodal freight network.

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    mation of the ows of three systems: truck, indicated with a super-script 1 ( X 1); the rail intermodal system, designated 1; and short seashipping, designated 3. Specically, X 34 + X 32 + X 3dummy =( X 134 + X 132+ X 13dummy ) + ( X 134 + X 132 + X 13dummy ) + ( X 334 + X 332 + X 33dummy).

    For the truck-only system, each local shipper or consignee cansend and receive ows directly by truck. For example, the linear linefrom Node 1 to Node 4 is X 114. All the other ows in the network region can be presented in the same way. Note that the basic unit of freight transportation is system instead of mode in Figure 1 c torepresent both truck-only systems and intermodal (multimodal) sys-tems. Thus, drayage and terminal transshipments are regarded asparts of intermodal systems.

    MULTIOBJECTIVE OPTIMIZATION FOR FREIGHTCOST AND CO 2 EMISSIONS

    The multiobjective optimization model is used as the core of thedecision-support tool to nd the optimal freight system assignment(e.g., a truck-only system, a rail-based intermodal system, and avessel-based short sea system) and to estimate the trade-off betweenfreight costs and CO 2 emissions. Two types of multiobjective opti-

    mization problems are applicable: preference-based and ideal prob-lems (i.e., cooperative and competing, respectively) ( 6 ). The core of preference-based optimization problems is the internalization of CO2 emissions in the objective function. Thus, the solution is simi-lar to the one for single optimization problems. However, the idealmultiobjective optimization problem considers two issues (i.e., inthis case, freight costs and CO 2 emissions) separately and estimatestheir relationship (i.e., the trade-off). The relationship can be drawnas a trade-off graph and is called a pareto optimal solution ( 6 ). Theproblem with the preference-based approach is that it is extremelydifficult to estimate the price of CO 2 (e.g., by use of a conversionfactor such as the number of euros per kilogram of CO 2). Neverthe-less, most of the previous research has treated this issue by usingconstant conversion factors expressed in monetary terms in the con-

    text of external costs and, accordingly, has remodeled such a multi-objective optimization problem as a single optimization problem.Janic ( 7 ) and Chang et al. ( 8 ), for example, use the concept of exter-nal costs, including air pollution, congestion, noise, and traffic acci-dents, in the optimization model. However, as mentioned above, theresearch community has not fully agreed on the conversion factor(i.e., the external cost) to be used. In other words, even though CO 2emissions might be treated as a component of the external costs,conversion of the emission into monetary terms should be donecarefully. For this reason, the ideal multiobjective optimizationapproach, which is more exible, was chosen for use in this study.In addition, as shown later, the conversion factor can conversely beapproximated by this approach once the trade-off has been esti-mated. The ideal multiobjective is presented in its general form and

    is then applied to the relationship between cost and CO 2 emissionsin freight transportation systems in the following sections.

    General Multiobjective Optimization Problemand Pareto Optimal Solution

    Minimizemaximize f m(x), where m =1, 2, . . . , M

    such that

    g j J j x( ) =0 1 2, , , . . . ,where

    Kim, Janic, and van Wee 109

    where

    x = vector of n decision variables, where x = ( x1, x2, . . . , xn)T ;

    x i( L) and x i(U ) = lower and upper bounds of xi, respectively; andg j(x) and hk (x) = constraint functions of inequality J and equality

    K, respectively.

    The terms x( L )i and x(U )i demarcate a decision variable space, D.

    Thus, the number of axes of a decision variable space is N. The multi-objective space, Z, is the crucial difference between a single objec-tive optimization problem and a multiobjective optimization problembecause the latter has multidimensional space [more details areprovided elsewhere ( 6 )].

    A pareto optimal solution is dened as follows: a solution (callit A) to a multi-objective problem is Pareto optimal if no other fea-sible solution is at least as good as A with respect to every objectiveand strictly better than A with respect to at least one objective ( 9).

    Relationship Between Cost and CO 2 Emissions

    The aim is to determine an appropriate freight modal split that ensuresminimum freight costs and the minimum level of CO 2 emissions, sub-

    ject to the demand and the capacity. Thus, the nal solution might notbe a single point but a curve or a line. The multiobjective optimiza-tion problem was found to be highly suitable for the aim of this study.The objective functions in the problem are to minimize the total sys-tem operational costs and the quantities of CO 2 emissions. The opti-mization constraints are ( a) the ow conservation constraints, ( b) thefreight system availability constraints, ( c) intermodal freight conser-vation, ( d ) the nonnegativity constraints, and ( e) the CO 2 emission

    restriction constraints, dened as a quota, for both the particular routesand the transshipment points. Highlighting the CO 2 quota, Kim andJanic recently developed CO 2 limitations on the basis of the KyotoProtocol and other traffic characteristics ( 10). The quota is dened asthe xed target quantity assigned to the freight transportation afterconsideration of all other sources of emissions of CO 2, such as frompassenger transportation sharing the same transportation infrastruc-ture. However, the CO 2 quota in this paper is dened as the relativemagnitude updated iteratively from the initial CO 2 mass when thefreight cost is minimized.

    The notation used in the model is as follows:

    V = set of nodes, that is, the origins anddestinations of the freight transporta-tion ows;

    A = set of routes connecting the origin anddestination nodes of the freight ows;

    K = set of freight transportation systemsserving the given freight ows in agiven region;

    O(k ), k K = set of origins of freight system k ; D (k ), k K = set of destinations of freight system k ;

    o k ij, (i,j ) A, k K = demand of freight system k from pointi to point j;

    uk , (i,j ) A, k K = service capacity of freight system k on the system;

    x x x i N i L

    i iU ( ) ( ) =, , , . . . ,where 1 2

    h k K k x( ) = =0 1 2, , , . . . ,where

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    xk ij, (i,j ) A, k K = ow of freight system k on the route(i,j ) (i.e., the decision variable);

    C k ij ( x k ij ), (i,j ) A, k K = cost for transporting x k ij ow units byfreight system k on the route ( i,j ) (indollars per ton);

    Qk ij ( x k ij ), (i,j ) A, k K = CO2 emissions from the transportationsystem k on route ( i,j ) (in tons);

    Q k i ( x k i ), i T(k), k K = CO2 emissions at transshipment pointk (tons); and

    Bij, (i,j ) A = CO2 emissions quota for the route ( i,j )including terminal operations (in tons).

    It is notable that A in the notation above is not the arc that connectsindividual nodes. The route can be a series of arcs.

    Although objective functions and the related constraints are notpurely linear if the related freight costs and CO 2 emissions are fullyformulated, this study attempts to express them in a linear form andsimplify the problem to avoid unnecessary complexities. Thus, theparameter estimation of C k ij and Q k ij is indeed crucial to findingthe approximation of the pareto optimal solution. The simplifiedobjective functions and constraints are presented below.

    Objective Function 1 ( Z 1) is based on the total transportation cost:

    Objective Function 2 ( Z 2) is based on the CO 2 emissions:

    subject to

    Flow conservation constraints:

    Freight mode availability constraints:

    Intermodal freight conservation constraints:

    Nonnegativity constraints:

    CO2 emission quota constraints:

    Q x Q x Q xijk

    ijk

    i j Ak K ik

    ik

    i V k K jk

    jk

    j,( ) + +

    ( ) V k K

    ij B i j A k K , , ,

    x ijk 0

    x u k ijk k

    j V i j A = ( ){ } ,: , 3 5and

    x u k ijk k

    j V i j A

    = ( ){ } ,: ,

    2 4and

    x u i V k K ijk k

    j V i j A

    ( ){ } , ,: ,

    x o i j A k K ijk

    ijk

    j V i j A = ( ) ( ){ } , , ,: ,

    Z Q x Q x Qijk

    ijk

    i j Ak K ik

    ik

    i V k K 2 = + +

    ( ) min,

    j jk

    jk

    j V k K

    x

    Z C xijk

    ijk

    i j Ak K 1 =

    ( )min,

    110 Transportation Research Record 2139

    According to constraint ( c), the intermodal freight conservationconstraints, it is assumed that the rail-based intermodal system andthe second-level rail-based intermodal system use the same freighttrain service and, accordingly, share the limited capacity (i.e., trainslots). The assumption is similarly applied to two options of shortsea shipping.

    SOLUTION PROCEDURE AND MODEL IMPLEMENTATION

    Procedure

    Estimation of Upper and Lower Boundsof Second Objective Function

    Step 0. Initialization: set all parameters; objective functions; andconstraints ( a ), (b), (c), and ( d ).

    Step 1. Run linear programming for Z 1 excluding Z 2 and get theinitial solution for Z 1.

    Step 2. Substitute the initial solution into Z 2 and assume that thecurrent value of Z 2 is the upper bound of constraint ( e).

    Step 3: Run linear programming for Z 2 with the same constraintsexcluding Z 1, get the initial solution for Z 2, and use the current valueof Z 2 as the lower bound of constraint ( e).

    Estimation of Pareto Optimal Solution

    Step 4. Set the pareto optimal set equal to { } and the desirednumber of subsets of the pareto optimal points.

    Step 5. Estimate the increment of CO 2: increment =(upper bound lower bound)/number of pareto optimal points.

    Step 6. Update constraint ( e):

    Step 7. Run linear programming for Z 1 with the updated constraintand others.

    Step 8. Update the subset of the pareto optimal set for ( Z 1, Z 2), if all constraints and optimality conditions are satised and a solutionis found.

    Step 9. If the current number of pareto optimal solutions is less thanthe desired number of pareto optimal solutions (in other words, thecurrent upper bound is less than the global lower bound), go to Step 6.

    Step 10. End.

    The Excel Solver program was used to run the linear program-

    ming for the entire algorithm. The algorithms have been coded inVisual Basic. The Lingo (version 11.0) program was also used forthe verication.

    Case Study

    Study Area

    The authors looked for a case study area where three different inter-modal systems could be compared. The freight systems in the studyarea needed to have the appropriate equipment for transshipment and

    Q x Q x Q xijk

    ijk

    i j Ak K ik

    ik

    i V k K jk

    jk

    j,( ) + +

    V k K

    initial upper bound increment t( )

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    could compete, at least potentially, with each other. The study areaalso needed to have more than two major centers of economic activ-ity. Two possibilities were the Port of Gdansk (Poland) and the Portof Rotterdam (the Netherlands). As many manufacturing industrieshave recently been located in Eastern Europe, the Port of Gdansk isone of the fastest-growing ports, is a regional hub for Poland andLithuania, and is also connected to a freight rail-line. The Port of Rotterdam is one of the largest ports in Western Europe as well as aregional hub for the Netherlands and northern Belgium. Thus, byconnecting the two ports (i.e., rail and short sea) as a long-haulageline, these two hubs make up an appropriate study area and satisfythe criteria mentioned above. This route has actually been recognizedas one of the major freight corridors in Europe ( 11 ).

    Ranking of Costs and Emissions

    The freight transportation cost and CO 2 emissions, as shown inTable 1, are estimated on the basis of two European Commissionresearch studies: RECORDIT ( 12 ) and MEET ( 13 ), respectively.Although many factors affect CO 2 emissions, the most crucial onefor the long-distance trips in this case study is the average cruising

    speed rather than the acceleration rate, cold-start emissions, ambi-ent temperature, and so on. Thus, CO 2 emissions are estimated as afunction of cruising speed and the distance traveled, with the aver-age values being used for other factors, such as cold-start emissionsand ambient temperature. This case study assumes that the averagecruising speeds of trucks, railway, and short sea shipping are 90 km/h(60 km/h in drayage), 90 km/h, and 25 km/h, respectively. It is alsoworth noting that production emissions are included on the basis of previous research ( 1416 ). Those performance measures (i.e., costsand CO 2 emissions) used as parameters in linear programming (i.e.,C k ij and Q k ij ) are multiplied by the estimated shortest path distance onthe basis of different modal networks (i.e., road, rail, and short seawaterway) in a geographic information system. Table 1 shows thecomplexity required to determine the best option in the network interms of one of two objectives and the difficulty with the generaliza-tion of the freight costs for each freight system. In other words, onemode may dominate one route (region), whereas that mode may not

    Kim, Janic, and van Wee 111

    even be comparable on another route (region). In addition, one modemay be economically superior to the others on one route, whereas itmay be signicantly worse on the other route. In the entire casestudy network, one fact that is certain is the worst freight systemregarding CO 2 emissions is the truck-only system indicated as asshown in Table 1.

    There are three types of drayage in the mode choice sets inTable 1: truck drayage, rail drayage, and truck pickup and distri-bution. The rationale dividing these types is that the distance of drayage in the study area seems to be longer than the practicaldrayage distance (i.e., 50 km or so). Truck drayage is dened as themovement from senders to a terminal or a port by trucks. It exists inthe rail-based intermodal system (indicated by ) and the short seabased-intermodal system (indicated by ). Rail drayage (indicatedby ) and dened as the railrail (or railshort sea shipping) connec-tion system from the local freight train terminal to a hub terminal isshown in the second-level intermodal systems, and the railshortsea-based intermodal system is indicated by . Thus, in the cases of the second-level intermodal systems, truck pickup and distributionplays the role of picking up from the origin and distributing to thedestinations.

    Mode choice shows a cost performance that is quite competi-tive in terms of both freight costs and CO 2 emissions. Compared with , has a lower freight cost and lower CO 2 emissions, although theterminal transshipment charges are twice as high. However, the routefrom Amsterdam to Warsaw (Route 13) was an exception. Boththe rail- and short sea-based intermodal shortest path associatedwith the route involve a considerable detour, whereas the truck-onlysystem ( ) has the shortest path without such a considerable detour.Thus, the truck-only system is the best option on Route 13 in termsof costs. In practice, there are several similar cases, in that thetruck-only system has a signicant competitive advantage over theintermodal system because of the detour on the given network.

    Network Assignment

    The demand for containers in each node and furthermore the origindestination (O-D) matrices were estimated by using the freight

    TABLE 1 Ranking of Costs and CO2 Emissions in Freight Network in Case Study

    Best Choice Based on Freight Transport Cost Best Choice Based on CO 2

    OriginDestination Best Choice 2nd 3rd 4th Worst Choice Best Choice 2nd 3rd 4th Worst Choice

    Amsterdam, Netherlands ( 1,401) ( 3,108) (2,026 kg) (5,706 kg)Warsaw, Poland (13)

    AmsterdamVilnius, ( 1,596) ( 3,501) (2,251 kg) (7,742 kg)Lithuania (14)

    AmsterdamGdansk (16) ( 1,090) ( 2,607) (1,435 kg) (5,271 kg)Brussels, Belgium ( 1,484) ( 3,260) (2,089 kg) (6,159 kg)

    Warsaw (23)BrusselsVilnius (24) ( 1,639) ( 3,653) (2,314 kg) (8,195 kg)BrusselsGdansk (26) ( 1,169) ( 2,740) (1,501 kg) (5,725 kg)RotterdamWarsaw (53) ( 1,230) ( 2,917) (1,703 kg) (5,852 kg)RotterdamVilnius (54) ( 1,385) ( 3,310) (1,928 kg) (7,884 kg)RotterdamGdansk (56) , ( 915) , ( 2,397) , (1,114 kg) , (5,413 kg)

    NOTE: 1 euro = $1.41700 in 2009 dollars, Aug. 2009. Mode (system) choice sets: Truck-only system; Rail-based intermodal system (truck drayagerail longhaulagetruck drayage); Short sea-based intermodal system (truck drayageshortsea haulagetruck drayage); 2nd level rail-based intermodal system (truck pickuprail drayagerail long haulagerail drayagetruck distribution); and Rail-shortsea-based intermodal system (truck pickuprail drayageshortsea longhaulagerail drayagetruck distribution).

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    transportation demand statistics issued by Eurostat ( 17 ). The sum-mation of the demands for each arc was used as the right-hand side(RHS) constraints ( o k ij ). The external ows and implicit internalows were not considered in the case study (e.g., external contain-ers to be loaded or unloaded in the Port of Rotterdam were not takeninto account). The issue on setting up the capacity, in particular forthe road network, is quite challenging because the situation on roadlinks (e.g., the number of lanes, the percentages of freight and pas-senger trips, and time variations) varies from country to country inEurope. Thus, instead of setting up infrastructure capacity, the num-ber of available freight vehicles in the logistics market is assumedto be that used in the RHS. For example, x 112 + x 113 + . . . + x199 thenumber of trucks in the entire network region (the superscripts indi-

    112 Transportation Research Record 2139

    cate the freight system). This may be applied to each node if themarket information is sufficiently satised.

    Figure 2 a shows the demand. Each arc has three mode options.Invisible arcs connect the spoke nodes (i.e., Nodes 1, 2, 3, and 4) andhubs (i.e., Hubs 5 and 6). Those arcs have two mode options, roadand rail, because second intermodal systems are considered. Thecapacities for freight systems in the network are assumed to be 9020-ft equivalent units (TEU) per day for rail; 200 TEU per day forshort sea service; and 500 TEU for a truck-only system, whichreects the current freight system. Figure 2 b is the rst containerassignment solution that minimizes the freight cost in the network by the single linear programming running (i.e., Step 1 above). Thissolution may represent the current freight market share if the inputs

    1

    4

    6

    3X131 =315

    X145 = 27

    5

    2 X231 = 153

    X235

    = 64; X 244

    = 13;X265 = 34; = 79 X

    14

    5

    = 27; X 244

    = 13;= 40

    X145 = 27; X 23

    5 = 64; X 265 = 34;

    X535 = 25; X 56

    3 = 50; = 200

    X244

    = 13; X 544

    = 77; = 90

    X235 = 65; X 53

    5 = 25;= 90

    X161 = 25;

    (a)

    (b)

    1

    4

    6

    3X13 = 315

    X16 = 27X14 = 25

    5

    2

    X23 = 217 X26 = 34

    X24 = 13

    X53 = 25

    X54 = 77

    X56 = 50

    1

    4

    6

    3X13

    1 = 315

    X145 = 27; X 16

    4 = 25;= 52

    5

    2 X231 = 185

    X235 = 32; X 244 = 13;X26

    5 = 34; = 79X14

    5 = 27; X 24

    4 = 13; X 54

    4

    = 52; = 92

    X145 = 27; X 23

    5 = 32; X 265 = 34;

    X535 = 25; X 54

    5 = 25; X 563 = 50; = 193

    X164 = 25; X 244 = 13; X 544 = 52; = 90

    X235 = 32; X 53

    5 = 25;= 57

    (c)

    Highway Railway SSS

    FIGURE 2 Flows and initial assignment solutions: (a ) input as container flows (demand), ( b ) output as mode share andassignment based on the minimization of cost, and ( c ) output as mode share and assignment based on the minimizationof CO2 emissions.

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    (i.e., demand and capacity) are accurate and the decisions in logis-tics are made only to minimize the freight cost. In addition, this solu-tion is totally independent of the relation to CO 2 because at presentthere is no direct regulation of CO 2 emissions in the case study area.

    Figure 2 c shows the assignment of containers in terms of mini-mizing the CO 2 emissions generated from the freight systems in theentire network (i.e., Step 3 above). There are only a few shifts fromone system to another to reduce CO 2 emissions in the entire net-work. Specically, for Arc(2, 3), the 185 containers transported byroad in Figure 2 b are reduced to 153 containers in Figure 2 c and areshifted to short sea shipping. However, because the short sea ship-ping has the capacity (i.e., 200 TEU per day), 25 containers fromNode 5 to Node 4 are shifted from short sea shipping to rail, in that

    X 554 + X 454 in Figure 2 b is equal to X 454 in Figure 2 c. In terms of sat-isfying the ow conservation constraint [constraint ( a ) above], thismodel appears to nd the lowest costs and also ensures the lowestCO 2 emissions. As shown in Table 1, the truck-only system forarc(1,6) seemed to be the optimal choice in terms of costs if rail-related services are excluded. This small change in the case studywas because the capacities of each freight system are quite tight(i.e., the total demand and capacity are assumed to be 783 and 790

    TEU, respectively). In other words, there is no signicant room toupdate the network. It was also shown that the binding constraintsin Figure 2 b were the truck-only system and the intermodal railsystem, whereas in Figure 2 c the binding constraints were the rail-based intermodal systems and the short sea-based intermodal sys-tems. It is also worth noting that the ows with superior truck-onlysystem costs in Arc(1,3) are supposed to shift to less CO 2-emittingsystems in Figure 2 b. However, the capacities of other intermodal sys-tems are full. It is recognized that the capacity and demand of intermodal systems seem to be crucial in terms of minimizing CO 2emissions. This issue will be fully discussed in the analysis of thescenario.

    Pareto Optimal (Trade-Off) Solution

    The solutions to the assignment problem estimated previously werethe marginal points, as shown in Figure 3: the minimization of freight transportation system costs (i.e., the upper left side) and theminimization of CO 2 emissions (i.e., the lower right side). Figure 3shows 50 solutions, but these are only a subset of the pareto optimalsolutions. However, the algorithm can estimate less than 50 solu-tions because there might be nonfeasible solutions in iterations. The

    Kim, Janic, and van Wee 113

    relationship between costs and CO 2 emissions in the entire network is not exactly linear. The linearity of the pareto optimal solution isnot necessary, even if all the objective functions are linear. Speci-cally, the changed cost amounts are not necessarily proportional asthe CO 2 emissions allowed are decreased.

    SCENARIO ANALYSIS

    Input Scenarios

    To examine different market situations, six different scenariosrelated to demand and capacity are shown in Table 2.

    Scenario 1 (S1), for which the pareto optimal solution is pre-sented in Figure 3, is more or less the base scenario for comparisonwith the others. Thus, S2 and S3 are attempts to examine the changein the relationship between freight costs and CO 2 emissions as thecapacities of a specic freight system(s) are changed. More specif-ically, the two different demand scenarios are applied to the threedifferent capacity options: current capacity (i.e., 500 TEU for trucks,90 TEU for rail, and 200 TEU for vessels), three times increased railcapacity (i.e., 500 TEU for trucks, 270 TEU for rail, and 200 TEU

    for vessels), and an innite capacity option.In S4 to S6, the xed number of containers (i.e., 87 containers) is

    the total number of containers divided by the number of nodes in thenetwork region. These scenarios have been designed to avoid theeffect of one exceptional route, which is Amsterdam to Warsaw.The route has greater demand (i.e., 315 containers) than the othernodes and an exceptionally cheaper truck-only system cost com-pared with those of the other arcs. In general, even though thedemand might be correlated with the costs, it is assumed that thesame numbers of containers are transported.

    Results

    The x-axes and the y-axes in the trade-off graphs (i.e., the paretooptimal solution) in Figure 4 have the same scale in each panel. Fig-ure 3 was changed to the rst graph (S1) for comparison with theother scenarios. Pairs of two scenarios, S1 and S4, S2 and S5, andS3 and S6, have similar shapes. Comparisons and interpretations areas follows:

    S1 versus S2. The increments of CO 2 emission constraints of S1 and S2 are 527.16 and 10,941.28, respectively (the increment is

    3,620

    3,625

    3,630

    3,635

    3,640

    3,645

    3,650

    1,368 1,370 1,372 1,374 1,376 1,378 1,380 1,382 1,384 1,386

    Thousands

    ThousandsCOST

    CO 2

    A solution ofZ1 andpresented inFigure 2(b)

    A solution ofZ2 andpresented inFigure 2(c)

    FIGURE 3 Pareto optimal solutions for S1.

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    dened in Step 5 above). The vertical length (i.e., CO 2 emissions)and horizontal width (cost) of the two graphs can be explained bythe amount of the increment. The greater increment means a longerand a wider graph, which indicates that the changeable amounts of the cost and CO 2 emissions in S2 are relatively greater than those inS1. When it comes to an absolute comparison, it makes sense thatS2, which adds two more railway services per day on long-haulage

    Arc(5,6) provides a more economical and less CO 2-emitting servicethan S1 in the entire network region. S1 versus S2 versus S3. S3 shows that both costs and CO 2

    emissions are reduced as the capacity of the system is innitelyincreased. Actually, the situation described on the graph does nothappen in reality because of congestion on the highway and thequeues of containers in ports and terminals. Nevertheless, it is worthobserving that the slope of the graphs are different from those for S1and S2. The shape indicates that it is feasible to reduce CO 2 emis-sions drastically as relatively small costs are paid in the regionwhere intermodal system capacities are sufficient and other externalimpacts are negligible.

    S1 versus S4. The slope of S4 is steeper than that of S1 becausethe concentration of demand in the area where a cheaper truck service

    (i.e., ows from Amsterdam) is provided is relaxed. S2 versus S5. The graph shapes are almost similar, apart fromthe left upper part of S5, the minimized cost with loosened CO 2 con-straints. That part indicates the slightly expensive freight costsbecause the costs are increased across the entire network through theuniform distribution of the demand (i.e., 87 containers for all nodes),in that some ows use uneconomical freight systems. The steeperslope at the beginning is because the truck-only system servicesrapidly shift to intermodal systems. As the uncompetitive expensivetruck services in terms of route are removed from the network and theCO2 emissions constraints become tighter, the slope in S5 is stabilized,as in S2.

    114 Transportation Research Record 2139

    S3 versus S6. In general, both costs and CO 2 emissions are con-siderably decreased. The main reason is the initial unbalanceddemand ows on Arc(5,6).

    DISCUSSION OF RESULTS

    Comparison of the scenarios in Figure 4 makes the evaluation of current tax policy possible. As mentioned previously, S1 was con-structed on the basis of the current demand and capacity in the casestudy area. The slopes of each scenario in Figure 4 could be an indi-cation of the CO 2 tax price per ton because it is almost a line, whichcan be approximated at any point. Simple linear regressions are runto draw the generalized lines for six scenarios. Table 3 presents thescenarios, the estimated linear regression equations and R2 values,and the price of CO 2 per ton (in euros per ton of CO 2). According tothe R2 values and the t -values (in brackets), the regression lines twell. However, it is surprising that the price of CO 2 ranges from 11 to5,350 6 /ton for the input scenarios. Considering the practically rec-ommended price of CO 2, which ranges from 7 to 45 6 /ton for 2010(18 ), even though the approach used to make that estimate is differ-

    ent from that used in this study, the price of CO 2 estimated in thisstudy seems to be overestimated. However, the opposite case is alsopossible, in that the currently recommended price of CO 2 could beseriously underestimated.

    CONCLUSIONS AND FURTHER STUDY

    The quantitative relationship between CO 2 emissions and freightcosts has been gaining in importance in the logistics eld because of global warming as well as rapidly increasing fuel costs. This study isan effort to estimate the relationship by use of the linear programming-

    TABLE 2 Sce narios in Te rms of O-D Flows and Ser vice Capaci ty

    Total ServiceDescription O-D Sets Demand Mode Capacity

    S1

    S2

    S3

    S4

    S5

    S6

    NOTE: S = scenario; Ams. =Amsterdam; War. = Warsaw; Bru. = Brussels.

    Demand based on economic activity (Ams.War./Bru.War.)and the capacity reecting current market situation (two t rainservices per week and one short sea service per week)

    Demand based on economic activity (Ams.War./Bru.War.) andthe extended intermodal capacity (three train services perweek and one short sea service per week)

    Demand based on economic activity (Ams.War./Bru.War.) andinnite capacity

    Fixed demand for all origins and the capacity reecting thecurrent market situation (two train services per week andone short sea service per week)

    Fixed demand for all origins and extended capacity (three trainservices per week and one short sea service per week)

    Fixed demand for all origins and innite capacity

    AmsterdamBrusselsRotterdam

    AmsterdamBrusselsRotterdam

    AmsterdamBrusselsRotterdam

    AmsterdamBrusselsRotterdam

    AmsterdamBrusselsRotterdam

    AmsterdamBrusselsRotterdam

    Warsaw31521725

    Warsaw31521725Warsaw31521725Warsaw878787Warsaw878787

    Warsaw878787

    Vilnius271377

    Vilnius271377Vilnius271377Vilnius878787Vilnius878787

    Vilnius878787

    Gdansk 253450

    Gdansk 253450Gdansk 253450Gdansk 878787Gdansk 878787

    Gdansk 878787

    783

    783

    783

    783

    783

    783

    Truck RailVessel

    Truck RailVessel

    Truck RailVessel

    Truck RailVessel

    Truck RailVessel

    Truck RailVessel

    50090

    200

    500270200

    InniteInniteInnite

    50090

    200

    500270200

    InniteInniteInnite

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    based algorithm. This study clearly shows the trade-off curve gen-erated by developing a decision-support tool. Because each solutioncomposing the trade-off curve has an unique network assignment aswell as modal share rate, the point (or range) that ts social needs ora decision makers wishes can be found. Furthermore, examinationof six scenarios with different O-D sets and capacity constraintsshows that the trade-off curves have almost a linear relationship, inthat freight costs should be higher as reduction of CO 2 emissions isrequired. However, the quantity of the relationship varies, rang-ing from 6 5,350 to 6 11 per ton in terms of the input scenarios. Inother words, the cost of CO 2 emissions cannot be estimated in gen-eral, although it may be estimated only if several necessary condi-tions are fully considered (i.e., O-D sets, capacity and availability of freight systems, cost structure, estimates of CO 2 emissions, and soon). The study also shows that increasing the lower CO 2-emittingsystems capacity would reduce CO 2 emissions. In addition, this studyhas newly extended the concept of intermodality into second-level

    Kim, Janic, and van Wee 115

    intermodal systems by assuming that drayage can be performed byrail and can be considered a different option.

    Nevertheless, this study may be incomplete because one of themost crucial factors in logistics decision making, minimizing thelead time or ensuring just-in-time arrival (i.e., reliability), is nottaken into account. The third and fourth objective functions couldcompensate for this incompleteness in a future study. The objectivefunctions minimizing those temporal concepts might be nonlinear.In addition, the actual cost and emissions functions are not really lin-ear. Although unit-based performance measures were used in thisstudy, more precise formulations will lead this simple linear prob-lem with feedback to a nonlinear optimization problem. Accord-ingly, nonlinear programming would be a better option as a meansof nding a more accurate solution. Thus, more complicated algo-rithms such as evolutionary and generic algorithms should be usedto estimate the full set of pareto optimal solutions. As mentionedabove, the pareto optimal solution estimated in this study was a

    1,400

    1,900

    2,400

    2,900

    3,400

    1,030 1,080 1,130 1,180 1,230 1,280 1,330 1,380

    Thousands

    ThousandsCOST

    CO 2

    (d )

    1,400

    1,900

    2,400

    2,900

    3,400

    1,030 1,080 1,130 1,180 1,230 1,280 1,330 1,380

    Thousands

    ThousandsCOST

    CO 2

    (a )

    1,400

    1,900

    2,400

    2,900

    3,400

    1,030 1,080 1,130 1,180 1,230 1,280 1,330 1,380

    Thousands

    ThousandsCOST

    CO 2

    (b)

    (c)

    1,400

    1,900

    2,400

    2,900

    3,400

    1,030 1,080 1,130 1,180 1,230 1,280 1,330 1,380

    Thousands

    ThousandsCOST

    CO 2

    (e)

    1,400

    1,900

    2,400

    2,900

    3,400

    1,030 1,080 1,130 1,180 1,230 1,280 1,330 1,380

    Thousands

    ThousandsCOST

    CO 2

    (f)

    1,400

    1,900

    2,400

    2,900

    3,400

    1,030 1,080 1,130 1,180 1,230 1,280 1,330 1,380

    Thousands

    ThousandsCOST

    CO 2

    FIGURE 4 Scaled Pareto optimal solution for given network and demand: (a ) S1, ( b ) S2, ( c ) S3, ( d ) S4, ( e ) S5, and ( f ) S6.

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    subset. More details need to be provided in a future study. RECORDITshowed that the different types of loading units often caused consid-erably different total costs. Thus, although the two types of contain-

    ers are converted into TEU in this study, attention should be paid toloading units. This is because the double size of a loading unit doesnot guarantee a double weight, which crucially affects costs as wellas the CO 2 emissions. Road traffic congestion is also an importantfactor affecting both costs and CO 2 emissions. Specically, conges-tion is mainly associated with the total traveled time for logisticscosts; and accelerating, decelerating, and the number of stops areassociated with CO 2 emissions from freight transport. The severeroad congestion in certain long-distance corridors would make thetruck-only system less competitive than intermodal freight systems.The congestion in an intermodal terminal and port, one of the fac-tors that makes the intermodal system less competitive, would alsobe considered in future studies.

    ACKNOWLEDGMENT

    The authors acknowledge the helpful discussions with Brian Park of the University of Virginia.

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    TABLE 3 Estim at ion of CO2 Price per Ton

    CO2 Price perDemand Linear Regression Equation R2 Ton ( )

    S1 Current O-D ows Cost = 3,319,039 5.35 CO 2 .994 5,350Base capacity [ 92.62]

    S2 Current O-D ows Cost = 2,810,750 0.496 CO 2 1.000 496Increased rail service [ 7,945.5]

    S3 Current O-D ows Cost = 1,107,040 0.011CO 2 1.000 110Innite [ 89,079.5]

    S4 Equal ows in all O-D Cost = 1,833,786 0.125 CO 2 .919 125Base capacity [ 23.4]

    S5 Equal ows in all O-D Cost = 2,414,230 0.368 CO 2 .993 368Increased rail service [ 82.2]

    S6 Equal ows in all O-D Cost = 1,055,150 0.011 CO 2 1.000 11Innite [ 24,828.1]