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The cost of combined transport. Report of the 64th Round table on transport economics, Paris, 12th-13th January 1984 PDF

122 Pages·1984·3.872 MB·English
by  OECD
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Preview The cost of combined transport. Report of the 64th Round table on transport economics, Paris, 12th-13th January 1984

ECONOMICRESEARCH CENTRE THE COST OF COMBINED TRANSPORT EUROPEANCONFERENCEOFMINISTERSOFTRANSPORT PARIS1984 ECONOMICRESEARCHCENTRE REPORTOF THE SIXTY FOURTH ROUNDTABLE ONTRANSPORTECONOMICS Held in Paris on 12th-13th January 1984 on the following topic: THE COST OF COMBINED TRANSPORT EUROPEANCONFERENCEOFMINISTERSOFTRANSPORT THE EUROPEAN CONFERENCE OF MINISTERS OF TRANSPORT [ECMT] The European Conference of Ministers of Transport (ECMT).an inter-governmental organisation, establishedbya Protocolsignedin Brusselson 17thOctober 1953,constitutesaforumfortheMinistersof Transportof 19Europeancountries1.TheworkoftheCouncilofMinistersispreparedbyaCommitteeof Deputies. ThepurposesoftheConferenceare: a) to take whatever measures may be necessary to achieve, at general or regional level, the most efficient use and rational development of European inland transport of international impor¬ tance; b) toco-ordinateandpromotetheactivitiesofinternationalorganisationsconcernedwith European inland transport, taking intoaccount theworkofsupranationalauthorities in thisfield. MajorproblemswhicharebeingstudiedbytheECMTinclude:transportpolicy;thefinancialsituation and organisation of railways and road transport; problems concerning inland waterway transport and combined transport; development ofEuropean trunk lines ofcommunication; problems concerning urban transport;thepreventionofroadaccidentsandco-ordination,atEuropeanlevel,ofroadtrafficrulesandroad signsand signals; traffictrends andlong-termtraffic forecasts. Moreover,the ECMTorganises RoundTablesandSymposia.Theirconclusionsareconsideredbythe competentorgansoftheConference,undertheauthorityoftheCommitteeofDeputies,sothatthelattermay formulate proposalsforpolicydecisions tobesubmittedtothe Ministers. The ECMTisequipped with acomputerised Documentation Centre. TheSecretariatisattachedfromanadministrativepointofviewtotheSecretariatoftheOrganisationfor EconomicCo-operation and Development(OECD) whichdistributesitspublications. 1. Austria,Belgium,Denmark. Finland,France,Germany,Greece,Ireland,Italy,Luxembourg,theNetherlands,Norway,Portugal, Spain,Sweden,Switzerland,Turkey,theUnitedKingdomandYugoslavia(associatedcountries:Australia,Canada,Japan,UnitedStates). Publicenfrancaissouslelitre: LECOUTDUTRANSPORTCOMBINE © ECMT, 1984 ECMTpublicationsaredistributed by theOECD PublicationsOffice, 2, rue Andre-Pascal, 75775 PARIS CEDEX 16, France. TABLE OF CONTENTS THE COST OF COMBINED TRANSPORT FRANCE M. Frybourg (cid:9) 5 GERMANY C. Seidelmann (cid:9) 31 ITALY G. Sciarrone and M. Carrara (cid:9) 51 NETHERLANDS J.H.P. van Rens (cid:9) 77 SUMMARY OF THE DISCUSSION (Round Table debate on the reports) (cid:9) 103 LIST OF PARTICIPANTS (cid:9) 114 ECMT ECONOMIC RESEARCH CENTRE Forthcoming publications (cid:9) 119 FRANCE Michel Frybourg Ingenieur General des Ponts et Chaussees Paris SUMMARY WHAT IS COMBINED TRANSPORT? (cid:9) 7 COMBINED OUTPUTS ON A SPECIFIC NETWORK INFRASTRUCTURE (cid:9) . .'(cid:9) 7 THE SWOP BODY: A SUITABLE TECHNIQUE FOR LAND TRANSPORT (cid:9)'. i. ..;.:..'. : (cid:9) 9 WHAT IS THE BREAK-EVEN DISTANCE BEYOND WHICH COMBINED TRANSPORT BECOMES AN ECONOMIC PROPOSITION: 400 OR 1,500 KM? (cid:9) ..;.'. (cid:9) 12 ECONOMIC DEPRECIATION AND THE CONSTRAINTS OF STRUCTURE GAUGES (cid:9) 13 COMPREHENSION OF THE PROBLEM (cid:9) 15 ROLLING STOCK AND FACILITIES (cid:9) 16 INFRASTRUCTURE (cid:9) 16 DAILY COST OF WAGONS (cid:9) 16 TRANSFER COSTS (cid:9) 17 COMBINED OUTPUTS, DEPRECIATION AND SOCIAL COSTS (cid:9) 17 COSTS RELEVANT TO SIX SERVICES (cid:9) 18 DISPERSED TRAFFIC (cid:9) 18 MAXIMUM LOAD BLOCK TRAIN (cid:9) 19 GENERAL FORMULAE FOR CALCULATING RAIL TRACTION COSTS . 20 IMPACT OF DIFFERENT PARAMETERS (cid:9) 21 CONCLUSIONS WITH RESPECT TO MARGINAL COSTS OF RAIL TRACTION (cid:9) 25 GENERAL CONCLUSION (cid:9) 26 WHAT IS COMBINED TRANSPORT? Combined transport may be defined as the transport of integral unit loads or hire/reward haulage units using at least two land transport modes. Attention will be focused more specifically on piggyback transport i.e. use of rail and road. Combined transport services relate to three types of traffic with quite different characteristics: - the land transport of ISO maritime containers; - the transport of different types of unit load for inland customers; - routing by rail of vehicle elements belonging to road hauliers: swop bodies, semi-trailers and, more rarely, complete vehicles with tractive units. International traffic accounts for a larger propor¬ tion than domestic traffic and is developing at a faster pace. It involves not only the inland continuation of sea traffic but also traffic that is entirely inland. Cost calculations have to take account of three fam¬ iliar difficulties in transport economics: a specific in¬ frastructure, combined outputs, and a network. COMBINED OUTPUTS ON A SPECIFIC NETWORK INFRASTRUCTURE - Combined transport calls for a specific infrastruc¬ ture i.e. the transshipment terminal for which the cost of use will have to be established. The specific nature of this infrastructure makes combined transport a separate mode of transport and not simply the product of using two modes. This does not make cost calculations any easier. - Combined transport services on the same infrastruc¬ ture are not homogeneous, since combined outputs(l) are involved and the cost analysis must be as detailed as Essentially the ISO maritime container and the swop body that can be used only for land transport. 7 possible so as to allocate the relevant expenditure to each category of traffic. The avoidable cost of a type of traffic in a series of combined outputs is equal to the total expenditure eliminated when the corresponding traffic is discontinued. This avoidable cost approach makes it possible to determine more accurately the expen¬ diture to be allocated to a specific type of traffic, ir¬ respective of whether average or marginal costs are to be calculated. There is less risk of omissions when calcul¬ ating allocatable expenditure if it is assumed that: al- locatable expenditure = partial costs + avoidable costs. - Account must be taken of the "network" effect, since the establishment of a terminal becomes necessary to consolidate a structure of existing terminals and not simply to meet local requirements. The terminal must not therefore be regarded as an autonomous entity but as a component of a network. The three above-mentioned problems make it very dif¬ ficult to determine the costs to be allocated to a parti¬ cular transport operation. Severe financing problems arise owing to the existence of a specific infrastructure which costs a great deal to develop in relation to the turnover of combined transport activity. Economies of scale are important, however, and growth in traffic during this crisis period for freight transport will occur in a zero-sum or even negative-sum game, i.e. the increase in combined transport will be to the detriment of either rail wagon or lorry traffic. Normally, therefore, account should be taken of the cost of diminished activity for competing modes, i.e. the risk of transport covering a smaller proportion of the fixed costs of the railways or the effects of diminished activity on hire/reward road haulage. In particular, care will be taken not to plump for short-term profits rather than the consolidation of economically competitive traffic. Moreover, the cost of diminished activity is not necessarily negative. For ex¬ ample, the transfer of the main leg of a journey to rail may mean that investment in a road project can be post¬ poned (conversely, it may be conducive to investment in rail capacity). These methodological difficulties cannot be resolved once and for all and they must be dealt with in the parti¬ cular context of current trends in combined transport which calls for the choice of development strategies, a choice that needs to be clarified by means of an "economic equation" based on cost calculations. Thus, when the railways invest Frs. 100 million in a combined transport terminal, the funds are not available for other investment projects whose comparative profitability should be assessed. THE SWOP BODY: A SUITABLE TECHNIQUE FOR LAND TRANSPORT Where traffic is increasing the situation differs according to whether a growth rate of 7 or 15 per cent is expected. It is difficult to provide finance for infra¬ structures to be written down over a long period, parti¬ cularly if the surplus generated by this development is either inadequate or poorly distributed among the economic transactors concerned. From this standpoint the development of maritime con¬ tainer traffic does not pose the same type of problem. Land transport simply follows the trend in packaging the various types of goods in maritime transport and the over¬ all demand for containers to be carried is a land trans¬ port statistic. This is a classical case of rail/road competition. The introduction of the 2.50-metre wide swop body or land container - possiby non-stackable - is quite another matter. The technique dates from the mid-1970s or about the time of the first oil shock and the beginning of the economic crisis which has had a heavy impact on freight traffic. The present rate of expansion of the NOVATRANS Company's swop bodies in France is some 50 to 60 per cent per year. Even without going very deeply into the matter, it seems clear that the system will be disrupted somewhat if a new technique is introduced in a zero-sum or even negative-sum game with substantial growth. By greatly simplifying the existing situation, i.e. provisionally taking no account of the transport of semi¬ trailers and unit loads smaller than 70 m3 - clearly an over-simplification but an interesting means of demons¬ trating the kinds of strategic choices available - it can be said that the question confronting the railways, road hauliers and public authorities is as follows: Since inland transport is required to carry ISO con¬ tainers, primarily arriving by sea, is it economically advantageous - now that a technique adapted to inland transport is available, namely the swop body - to develop a specific mode on the basis of a network of terminals involving heavy infrastructural investment? The swop body introduces three changes: - since it is a unit load rather than a haulage unit, it opens combined transport to own account opera¬ tions and to shippers. Rates are at present dis¬ suasive but cannot long remain so without any eco¬ nomic justification;

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