The Time Cost Distance Model

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Transcription:

The Time Cost Distance Model To assess transit transport corridor performance José María Rubiato Elizalde Acting Head DTL Trade Logistics Branch UNCTAD UNECE WP 30 - Round table on best practices at border crossings (Geneva, 14 June 2012)

Transit corridor performance The objective of the model is to propose a methodology to illustrate the cost and time components of door-to-door movement by available routes and modes as well as to illustrate the delays at borders or other inspection points up to the point of destination within a transit transport corridor. The cost/time methodology has been adapted from Beresford and Dubey (1990), as improved by Banomyong (2000) and later disseminated by UNESCAP. The model includes costs and time associated with transport by any mode and with transfers between modes. The methodology is based on the premise that the unit cost of transport varies between modes

The use of the model This model may be used as a useful tool in the debate over the value of time in freight transport operations by analyzing transit times by mode and route. The longer freight takes to reach its destination (including dwell times at terminals), the greater will be the implicit interest costs of working capital. Total implicit costs may, however, be a good deal higher, since some goods may be needed urgently and business may be lost if goods arrive too late. The value of time will ultimately depend on the nature of the commodities being transported and the cost of delays must also be taken into account when appraising the risks attached to specific routes and transport modes. As part of the analysis of the transit corridor routeing decision, it is important to examine the trade-off between the monetary outlays for transport and the implicit costs of time.

Four developmental stages, Stage 1: Competition between just two modes of transport. Stage 2: a combination of transport modes, where the cost of transport by combining both modes is less expensive than just road transport and slightly more expensive than rail transport. Stage 3: Combined transport, road-rail-sea. Stage 4: Multimodal transport, from origin to destination

Stage 1: Road versus rail alternative The distance and cost/time data are plotted on the x-axis and y-axis, respectively. Initially road transport may be cheaper than rail transport over shorter distances, due to the initial costs (or time) required to transport the goods to the railway station. However, as the distance increases, the two lines cross and beyond this point, rail transport has a lower per kilometre cost than road transport, as indicated by the flatter slope.

Stage 2: Combined transport, roadrail In the first part of the journey, it is cheaper to transport the goods by road rather than by rail. However, if the distance to be travelled is further than the break-even distance, transport by rail becomes more economical. An intermodal transfer can be arranged at the closest rail freight terminal or inland clearance depot (ICD). The vertical step in figure 3 represents the costs (or time) involved when goods are transshipped from road to rail at the rail freight terminal or ICD. The cost of rail transport, in reality, has not increased but the cost of the intermodal transfer is reflected in the combined transport cost from that point on.

Stage 3: Combined transport, roadrail-sea Since the overwhelming majority of traded goods are transported by sea, the most likely destination for the freight in transit will be a seaport, where the goods will be transferred onto seagoing vessels. The additional costs (or time) incurred at the port are represented by the second vertical step. Thus, cumulative costs from the origin to the port are the sum of the cost of rail transport to the ICD plus the cost of intermodal transfer at the ICD plus the cost of rail transport from the ICD to the port plus the handling charge at the port.

Stage 4: Multimodal transport, from origin to destination The final stage shows that numerous modes of transport may be involved for goods to be moved door-to-door. At each intermodal transfer point there will be a cost (or time) increase represented by a vertical step. Should a border crossing occur along the route, the border crossing charges (and time spent) can be represented by another vertical shift upwards in the cost curve at that point, which can then be cumulated with other costs.

Source and Units of Information Source: The data utilised are obtained during interviews with transit and transport service providers, traders and governmental officials. Units: A unit of analysis must be agreed upon. Data such as cost or quotes should concern the shipment of one TEU on a freightall-kind basis or for a shipment of a particular product. Information needed: Origin and destination of the cargo; Full route details including border crossings and modal transfers; Mode of transport for each leg; Distance for each leg; Transit time for each leg (in hours or days); and Cost or quotes for each leg.

Sample data table Leg Mode Distance (km) Cum. distance (km) Cost (US$) Cum. cost (US$) Transit time (hours) Cum. Time (hours) A to B Road 100 100 50 50 4 4 Border Crossing - - 100 150 6 10 B to C Road 70 170 30 180 3 13 Intermodal transfer - - 40 220 3 16 C to D Rail 200 370 60 280 18 34 Port - - 20 300 6 40 D to E Sea 800 1 170 300 600 72 112 TOTAL 1 170 600 112

Sample graph For costs or quotes, the figure shows the relative cost of each leg (or mode, where applicable), and the approximate proportion of non-transport costs in relation to transport costs. A breakdown of costs at border crossings or ports, can highlight areas for action. By plotting time against distance, the relative speed of transit transport for each leg (or mode) can be compared, and bottlenecks at transshipment points can be identified. As a rule of thumb, the higher the vertical step the more likely that the border crossing or the nodal link is a bottleneck.

Dimensions not included In addition to transportation time and costs, traders and transit service operators must also take into consideration the reliability of the transit corridor, in terms of: All year consistency of transit times; Frequency and quality of services; Competition between service providers Balance of freight volumes; (empty returns) Predictability of costs; Informal controls and check points; Transport safety and security, etc.

Establish origin & destination of freight Transit transport corridor decision model Use air transport from origin to destination Assess the nature & volume of freight Perishability? All air transport Value-density? Emergency? Partial air transport Shelf life? Weight? Distance? No air transport Identify modal interchange points Identify surface modes & routes Predict possible bottlenecks & have alternative route in place Assess air/ road/rail/inland waterways/maritime segments/ports/airports and ICDs from origin to destination Evaluate possible combination of transport modes Choose the most efficient transit transport corridor based on: Speed (transit time) Reliability Cost Use the transit transport corridor Is the transit transport corridor efficient? Explore ways to reduce cost through utilising alternative routeing, modes or by reducing handling & storage cost; if improvement to the transit corridor is possible then YES Re-evaluate assessment Appraisal process Decision-making process Physical movement NO

Introduction to UNESCAP Time/Cost - Distance Methodology http://www.unescap.org/ttdw/common/tfs/improvingtx/vv1/all/introduction-time-cost.asp

Facilitation: UNESCAP Analysis Methodology Results of Demo Run Tianjin - Ulaanbaatar Day 4 Ulaanbaatar 1700 km Day 3 Day 2 75 hrs 31 min. 02.30 a.m. 04.18 a.m. Zamyn Uud 1000 km Average speed 22.4 km/h Day 1 29 hrs 12 min. 05.59 a.m. 20 hrs 31 min. Tianjin, 0 km 33.7 km/h Erenhot, 983 km 1,691 km 500 km 1000 km 1500 km 2000 km Transshipment: Shunting + train formation: 3 hrs. 20 min. (3.5 min. per box) 3 hrs. 35 min. Customs: China, Mongolia, 3 hrs. 00 min. 4 hrs. 50 min.

Next steps 2012-13 Combine the TC/D model with UNCTAD corridor cluster development methodology. Develop the Cross-border and Transit Transport Process Management Toolkit or CTPM Toolkit. (English, French and Russian) Train corridor stakeholders in Central Asia and Eastern Africa in the use of CTPM Toolkit.

Thank you for your attention The Time Cost Distance Model José María Rubiato Elizalde Jose.rubiato@unctad.org