Feature New Urban Transit Systems

New Urban Transit Systems Reconsidered A Better Transport Environment for the Next Century Akira Nehashi

Today, as we enter the new millenium, the • Financing issues must be solved be- Introduction changing economic and technical back- cause the days when the costs of build- ground are creating a need for new trans- ing a transport system can be covered Travelling was a hazardous undertaking port systems. Therefore, it is appropriate by profits from fares and tariffs are long in ancient times. Nevertheless, people to reconsider the issue of AGTs and other over. travelled no matter how perilous, costly, modern urban transit systems from the or time-consuming the journey. With the viewpoint of transport infrastructure as Poor accessibility and links progress of civilization, transport systems part of social capital, and making the best Japanese railways, airlines, and harbours have grown to cover the world and are use of current transport systems. are under the jurisdiction of the Ministry even looking space-wards. Not only is of Transport, while the cities, roads, riv- transport an essential part of business, it ers, etc., are under the Ministry of Con- also offers a vital means for people to Urban Transport Issues struction. (It appears that these two meet, make friends, and enjoy nature. ministries will be combined as one new Although telecommunications, comput- Key problems ministry called the National Land and ers, and the Internet are rapidly making Many cities throughout the world have Transport Ministry in 2001 as part of the the world smaller, permitting instanta- tried to improve their urban transport over- government’s rationalization plans.) neous exchange of information, they all. Some advanced western countries At present, when a railway is planned over cannot transport people or goods. This have simply magnificent urban transport or under a road or land, complex formali- communications explosion is making environments compared to the congested ties are required because more than one people want to travel to see other coun- environment in . They have city ministry has jurisdiction. The different tries and cultures, in turn creating a need planning, citizen participation in decision- viewpoints of the two ministries and trans- for advanced transport systems. making, financing from public funds, etc. port operators have discouraged efforts to This article describes public transport sys- On the other hand, many cities in devel- solve the problems. tems in cities from ecological methods like oping countries still lack sufficient public The light rail transit (LRT) systems, mono- walking and using bicycles to . transport facilities. For example, in some rails, AGTs, and other new transit systems Although inter-city and international trans- SE Asian countries, rapid concentration of discussed later, have not been exempted port are important major fields, they are populations in cities and increasing use from this red tape. In Japan, these new not covered here. of private vehicles raise serious concerns. urban transit systems are often built using The concept of automated guideway tran- We should all be concerned about these publicly-owned roads, putting them un- sit (AGT) systems was first discussed around issues and their global impact on the der the jurisdiction of the Ministry of Con- 1970, becoming a hot topic at an interna- earth’s environment. struction. Consequently, since they are tional transport exhibition held near Wash- operated by different bodies and are not ington D.C., USA, in 1972. Subsequently, Major issues in Japan seen as true railways, there have been many new urban transit systems have be- There are four major issues concerning the problems coordinating direct links with come reality in various countries of the construction of urban transit systems in railways. Moreover, the railways them- world. At the same time, there have been Japan: selves are notorious for not creating good remarkable improvements and innovations • The transportation environment must links between existing lines, not to men- to traditional transport systems. be improved to deal with issues of tion the new entrants. The issue of so-called ‘transport gaps’, or congestion, safety, environmental con- Even though the many kinds of new tran- missing links in urban transport facilities, servation, comfort, and access for physi- sit system offer great advantages for the was first raised by G. Bouladon in 19671, cally-handicapped passengers. city by easing road congestion around sta- which was published in Japan as Inno- • Construction of transport infrastructure tions, pollution, etc., it is difficult to imag- vating Urban Transport: New Urban Tran- must be coordinated with city planning ine that priority will be given to public 2 sit Systems . In 1975, a Japan National using a master plan and must be ex- convenience, satisfaction and comfort, Railways (JNR) working group published ecuted in a timely fashion. under the present circumstances. a report on AGTs called New Transport • The public must be involved in the de- 3 Systems , which was the most detailed cision-making processes to smooth con- Awareness of feeder service and easy-to-understand work on this tentious issues of land procurement and Feeder transport to railway stations is cur- popular topic at that time. ease construction. rently served by buses, taxis, and private

4 Japan Railway & Transport Review 16 • June 1998 Copyright © 1998 EJRCF. All rights reserved. automobiles, causing problems of road Buses and LRT systems zontal axis. Some show the transport traffic congestion, unreliability, and pol- These services can carry several thousands speed too. lution. Providing a or AGT sys- of people each hour over relatively short Figure 1 gives an image of Japanese trans- tem as a feeder service for railways may distances of up to 10 km. In the past, their port modes in an effort to find the ideal be too costly and unprofitable. In the main role was to feed the metropolitan borderline separating mass and individual West, LRT systems are being reconsidered commuter networks. In local core short-distance transport modes. The trans- for this role and there are many good ex- cities, they serve as the key transport port modes in the grey area are the new amples such as dedicated LRT lanes, di- mode. urban transit systems discussed here. rect connections with existing railways, However, the worsening traffic congestion Shinkansen travelling a relatively short etc. To be successful, the chosen feeder in cities has adversely affected speed and distance of less than 100 km, and high- system must first match demand. When regularity, resulting in lost passengers and way express buses are included in this cat- making the selection, it is imperative to forcing cuts in operation frequency or egory. These medium-load transit systems understand the features and advantages even closure of unprofitable routes. The are relatively new developments designed or disadvantages of all candidate medium- lost passengers have turned to automo- to meet the intermediate demand between capacity systems, including case studies biles, aggravating city traffic congestion, mass transit railways and small-capacity from various countries. pollution, etc. buses. Some are already in operation. Two years ago, the Japan Railway Con- These problems, coupled with the high They include LRT systems, , struction Public Corporation (JRCC) cost of building underground railways, AGTs, linear-motor metros, high-speed formed a study group to discuss urban could be solved through use of lower-cost surface transport (HSST) systems, and ur- transit systems. The findings on the tech- new urban transit systems. ban aerial cable-car systems, and a new nical advantages and transport abilities bus transit system, an innovation of con- were summarized in New Urban Transit Transport gaps ventional bus services. 4 Systems . The rest of this article discusses Various figures that describe existing trans- the issues in achieving a better transpor- port modes based on operation range, tation environment for the next millenium. help identify transport gaps and visualize New Urban Transit Systems new transit systems. They usually show the transport density or capacity on the The features and specifications of new Urban Transit Systems vertical axis and the distance on the hori- urban transit systems are outlined in

Subways and existing railways These transit systems meet the needs of Figure 1 Different Urban Transport Modes, and Transport Gaps in Japan many commuters, providing rapid mass transport at an average speed of 30 km/h No. of persons/ km • day (one way) in large cities. Subways Urban railways Suburban railways Automobiles Linear-motor metros Railways Automobiles are a common, versatile and 10,000 New urban transit systems Shinkansen convenient door-to-door transport mode. Monorails HSSTs AGTs LRTs Depending on road conditions, it is pos- Walking Aerial cable cars sible to travel long distances quickly but 4,000 (Moving walkways) Mass they are inefficient in terms of capacity transport Buses and speed compared to public transport. Transport density Highway buses 2,000 Bicycles and walking (Taxis) Bicycles Private automobiles Individual Wider sidewalks and more moving walk- transport ways, cycle paths and bicycle parking would allow many people to move easily 1 2 5 10 50 100 km Distance over distances of up to about 2 km. Transport gaps

Copyright © 1998 EJRCF. All rights reserved. Japan Railway & Transport Review 16 • June 1998 5 New Urban Transit Systems

Tables 1 and 2 are summarized below. It should be noted that simple comparison Table 1 Features of Urban Transit Systems of their advantages and disadvantages System Features with other transport systems is not neces- sarily valid, because if they match the Subways • High-speed, mass-capacity demand of a required service, they should Buses • Almost no fixed infrastructure • Flexible routing (easy additions and deletions) be provided. • Small- and medium-capacity LRTs • Use existing signal and operation systems LRT systems • Simple and convenient • Low-cost construction and operation compared to AGTs or The LRT system is a new medium-capac- monorails ity tram system developed by re-evaluat- Monorails • Space-saving ing an older concept and adopting the • Can handle sharp curves and steep grades latest technologies. High-performance AGTs • Unmanned operation using fully-automatic system LRT cars run on rails in roads but are sepa- Linear-motor metros • Low-cost construction compared to conventional subways rated from automobile traffic, enabling (Small cross-section • Can handle sharp curves and steep grades them to maintain punctual, comfortable, subways) and high-speed operation. HSSTs • Can handle sharp curves and steep grades • Almost no vibration noise The capacity and speed are not as high as • High-speed mass transit, urban railway systems and Urban aerial cable • Can handle long spans and steep grades subways, but LRTs require much lower cars • Space-saving • Low-cost construction compared to AGTs or monorails construction costs because infrastructure is built on the road surface. Therefore, Trunk bus systems • Improved capacity, punctuality, and speed LRTs are highly adaptable to local needs Guided buses • Flexible routing (can operate on ordinary roads in suburbs) where population and transport capacity • Facilities can be converted to AGT operation are not too high. LRT systems currently operating in Japan are shown in Figure 2. the track or is suspended from it. The first capital’s international airport at that time. Monorails full-fledged urban monorail system in Ja- Several urban monorail systems have A monorail train travels along a single rail pan was completed in 1964 linking down- been constructed since or are being de- track on rubber tyres, and either straddles town and , the veloped or planned (Fig. 2). Construction of monorail systems was controlled by the Railway Enterprise Law, but the Law to Promote Urban Monorail Development, enacted in 1972, applies now. The advantage of monorails is that they use less land, can travel over steep grades and sharp curves, and the entire line can be built overhead. The first attempts to build monorails in Japan began in the late 1950s and the very first suspended mono- rail was completed in Ueno Park in To- kyo in 1958. At first, the monorail was a mere attraction, but by around 1965, there were many monorail development and construction projects; some foreign tech- nologies were used and some Japanese companies developed their own technolo- Tram in (Y. Akiyama) gies. Serious studies on their use in

6 Japan Railway & Transport Review 16 • June 1998 Copyright © 1998 EJRCF. All rights reserved. Table 2 Specifications of Urban Transit Systems

No. of passengers to Construction costs 1 Max. capacity 3 Operating costs for cover operating costs 2 Type (including cars) Schedule speed (passengers/h standard schedule 4 (average fare: (¥ million/km) (km/h) • one way) (¥ million/km • year) ¥150/passenger) 5 (passengers/km • day)

Subways 25,000 to 30,000 32 64,000 666 12,200 Buses Approx. 0 12 2,500 41 700

LRTs Approx. equal to 20 to 25 14,000 113 2,100 guideway bus Monorails System: 3,000 to 7,000 Infrastructure: 30 26,000 221 4,000 3,500 to 7,500 AGTs System: 3,000 to 6,500 Infrastructure: 27 18,000 233 4,300 3,500 to 10,000

Linear-motor metros Approx. equal to Approx. equal to (Small cross-section 20,000 to 21,000 34 35,000 conventional subway conventional subway subways) HSSTs Approx. equal to — conventional subway 15,000 — — or linear-motor metro

Urban aerial cable 1,500 to 2,500 23 5,000 — — cars (Target) (Target) (Target) Trunk bus systems 300 20 4,000 — — Guideway buses 3,300 20 to 25 4,000 — —

1 April 1993 prices 2 Estimated speeds indicated as range; otherwise average speeds, both including intermediate stopping 3 • Subways, 10 cars, 2-minute headway, 1424 passengers per train, 150% of capacity (load factor), 1424 passengers/train × 30 /h × 150% = 64,000 passengers/h • LRTs Two cars, 2-minute headway, 150 passengers per car, 150% of capacity, 150 passengers/car × 2 × 30 trains/h × 150% = 14,000 passengers/h • Monorails 6 cars, 2-minute headway, 95 passengers/car, 150% of capacity, 95 passengers/car × 6 × 30 trains/h × 150% = 26,000 passengers/h • AGTs 6 cars, 2-minute headway, 75 passengers/car, 130% of capacity, 75 passengers/car × 6 × 30 trains/h × 130% = 18,000 passengers/h • Linear-motor Metros 8 cars, 2-minute headway, 780 passengers per train, 150% of capacity, 780 passengers/train × 30 trains/h × 150% = 35,000 passengers/h • HSSTs 6 cars, 2-minute headway, 326 passengers per train, 150% of capacity, 326 passengers/train × 30 trains/h × 150% = 15,000 passengers/h • Urban Aerial Cable Cars Automatic shuttling, 10-second intervals, 15 passengers per car, 100% of capacity, 15 passengers/car × 360 shuttles/h × 100% = 5,000 passengers/h • Route Buses 2-minute intervals, 81 passengers per bus, 100% of capacity, 81 passengers/bus × 30 buses/h × 100% = 2,500 passengers/h • Trunk Buses 50 buses per hour, 81 passengers per bus, 100% of capacity, 81 passengers/bus × 50 buses/h × 100% = 4,000 passengers/h • Guideway Buses Estimated as about same as trunk buses: 4,000 passengers/h 4 Calculated according to standard operation schedule and unit expenses in Ministry of Transport Annual Railway Statistics 1991 LRTs based on trams, and buses based on 1991 Road Transportation Business Management Indexes • Subways Length: 10 km, 13 stations, 8 cars, 17 hours per day (4 rush hours of 5-minute headway, 13 hours of 10-minute headway) • Monorails Length: 10 km, 13 stations, 4 cars, 17 hours per day (4 rush hours of 5-minute headway, 13 hours of 10-minute headway) • AGTs Length: 10 km, 13 stations, 4 cars, 17 hours per day (4 rush hours of 5-minute headway, 13 hours of 10-minute headway) 5 The number of passengers required to cover the operating cost was calculated at an average fare of ¥150 per passenger based on actual data obtained from current urban transport systems: No. of passengers = Operating expenditure per day/Average fare per passenger If the number of passengers falls short of this value, continuous financial aid will be needed to cover both the operating and construction costs.

Copyright © 1998 EJRCF. All rights reserved. Japan Railway & Transport Review 16 • June 1998 7 New Urban Transit Systems

Figure 2 LRT, Monorail, and AGT Systems in Japan

1

2

4 5 LRT 7 9 15 12 9 Monorail 10 8 11 16 AGT 17 18 1 19 2 3

3 1 2

13 8 6 4 4 3 14 11 7 6 5 8 6 5 10 9 7 10

LRTs Monorails AGTs No. Company Route km Remarks No. Line Route km Remarks No. Line Route km Remarks 1 City Transportation Bureau 8.6 Public 1 Chiba Toshi Monorail13.5 Suspended, quasi-public 1 2.8 2 Hakodate City Transportation Bureau10.9 Public organization Yamaguchi Line 3 Transportation Bureau of 12.2 Public 2 Ueno Zoo Suspended 0.3 Suspended, public 2 Saitama New Urban 12.6 Quasi-public organization Tokyo Metropolitan Government Monorail Transit Ina Line 4 Toyama Chiho Railway 6.4 3 Tokyo Monorail16.9 Straddled 3 Yamaman 4.1 5 Kaetsuno Railway 12.8 4 Tama Urban Monorail 16.2 Straddled, quasi-public organization, Yukarigaoka Line 6 Toyohashi Railway 5.3 under construction 4 Tokyo Waterfront New 11.9 Quasi-public organization 7 Nagoya Railroad 29.9 5 6.6 Suspended Transit, 8 Fukui Railway 3.3 6 Mukogaoka Playland 1.1 Straddled 5 New Transit 10.8 Quasi-public organization, 9 25.2 Monorail standard for later models 10 Keifuku Electric Railway 11.0 7 Monkeypark Monorail 1.4 Straddled 6 Tokadai New Transit 7.4 Quasi-public organization Tokadai Line 11 18.7 8 Monorail 13.3 Straddled, quasi-public organization 7 Osaka Nanko 1.3 Quasi-public organization, 12 Okayama Electric Tramway 4.7 Technoport Line under construction 13 Tosa Electric Railway 25.3 9 Kita Kyushu Monorail 8.4 Straddled, quasi-public organization 8 Osaka Nanko Newtram 6.6 Public 14 Iyo Railway 9.6 Line 10 Okinawa Monorail 13.1 Straddled, quasi-public 15 Hiroshima Electric Railway 18.8 organization, 9 New Transit 4.5 Quasi-public organization 16 Nishi Nippon Railroad 5.1 under construction Rokko Island Line 10 6.4 Quasi-public organization, 17 Kumamoto City Transportation Bureau12.1 Public *1, 3, 8, and 9 are under extension. first AGT 18 Kagoshima City Transportation Bureau3.1 Public 11 Hiroshima 18.4 Quasi-public organization 19 Nagasaki Electric Tramway 11.5

8 Japan Railway & Transport Review 16 • June 1998 Copyright © 1998 EJRCF. All rights reserved. urban transit was started in 1967, and uni- fied monorail design standards were es- tablished in an effort to promote them as valid urban transit systems.

AGT systems The AGT is commonly defined as a me- dium-capacity transit system running compact, lightweight, rubber-tyred trains along an overhead guideway; the system can be computer-controlled for un- manned operation. The systems currently operating in Japan (Fig. 2) are popularly called new transit systems. They are not all fully automated serving Haneda Airport (Tokyo Monorail Co., Ltd.) but are still regarded as AGT systems for our purposes. Other countries have ing subways. down in the tunnel cross section although adopted different guideways, controls, If large passenger capacity is not required, track foundation costs are slightly higher switching designs, etc. construction costs can be cut by reduc- than for conventional subways. The costs Development in Japan started in 1968; ing the tunnel cross section through use of train cars, power sub-stations, and other many different AGT systems have since of linear-motor cars (Fig. 3). The linear systems are similar. been developed in various fields. The motor drives the car without depending In Japan, linear-motor metros are already trend now is for larger coupled cars. on adhesion between wheels and rails, in operation in Osaka and Tokyo, and permitting use of steering bogies, and en- other systems are being constructed or Linear-motor metros abling the train to manage sharp curves planned for other cities. Japanese subways are key urban transport and steep grades. The smaller tunnel cross facilities. However, construction costs section also permits more flexibility in Magnetic levitation transit have soared due to higher land prices, planning a route. systems deeper construction, prolonged construc- A subway tunnel for linear-motor cars is In this system, the train is levitated by elec- tion time, and other adverse conditions. 23% less expensive to construct than a tromagnets and propelled by a linear Reducing construction costs and main- tunnel for conventional subway cars. This motor. The major advantages are low taining profitability are vital in develop- reduction is achieved by a 52% scaling noise and less friction permitting high-

Kobe Port Liner running through city centre (Kobe New Transit Co., Ltd.) Tokyo linear-motor metro Line No. 12 (Tokyo Metropolitan Government)

Copyright © 1998 EJRCF. All rights reserved. Japan Railway & Transport Review 16 • June 1998 9 New Urban Transit Systems

about 100 km/h is appropriate for urban Figure 3 Cross Sections of Linear-motor Metro and Conventional Subway transport. The introduction of urban HSST in Osaka systems is being seriously studied in many parts of Japan. Linear-motor Metro Conventional Subway (Osaka) (Osaka Municipal Subway) (Unit: mm) Urban aerial cable-car systems The aerial cable car, which is also called a ropeway or lift, runs on a cableway sus- pended overhead and has been a major tourist attraction at resorts throughout Ja- pan. It uses minimum land and aerial space, is punctual, is low cost, can man- age steep grades, which provides route flexibility, and is environment-friendly. 500 500 4,300 Since these advantages are perfect for ur- 550 550 5,300 5,700 ban transit, its use as an economic, prof- 6,800 itable, medium-capacity mode of transport is being evaluated. However, in order to qualify as an urban speed travel. A number of different sys- started by Japan Air Lines in 1974 and transit system, further technical develop- tems are being developed, including: development was subsequently taken over ment is required to provide higher perfor- Transrapid, a repulsion-type system in by the new HSST Development Corpora- mance. Germany (JRTR 11, pp. 30–39), and the tion. An experimental line constructed high-speed surface transport (HSST), an in Nagoya over distance of 1.5 km with a New bus transit systems attraction-type system in Japan. minimum radius of 100 m and a maxi- This is a new system being developed to In Germany, full-scale development of mum gradient of 70‰, has been in use improve the convenience and service of Transrapid started in the late 1960s and since 1991. The HSST had a projected conventional bus systems. The improve- one of the prototypes reached a top speed maximum speed of 200 to 300 km/h in ments in Japan, range from simple bus of 435 km/h in 1989. In Japan, a study the initial development stage, but recent priority lanes to development of trunk bus on urban high-speed transit systems was tests suggest that a maximum speed of systems with extensive renovation of roads

HSST-100S on test track in Nagoya (HSST Development Corp.) Shin Kobe aerial cable car (Kobe City Urban Development Corporation)

10 Japan Railway & Transport Review 16 • June 1998 Copyright © 1998 EJRCF. All rights reserved. for buses. have been jointly researching the system able subsidies. Promoting use of buses as convenient since 1984. A prototype system operated It is difficult to make simple comparison public transport requires suppressing use for 6 months during the 1989 Fukuoka Ex- of subsidies because they are granted in of private vehicles and attracting people position; a fully fledged system for com- various ways. One comparison (Table 4) onto buses. Bus routes and bus stops, mercial service has been officially adopted converts the value of a subsidy into a value schedules, convenience and comfort must by Nagoya City and is now under con- at the time of opening. (Subsidies received all be improved. struction. before opening are multiplied, subsidies Another improvement might be the intro- received after opening are discounted, by duction of guideway buses. Guideway the interest rate.) The comparison and bus systems use conventional buses fit- Subsidies in Japan calculation conditions are noted in the ted with simple, mechanical guides, and table. A public subway using the subway travel along a dedicated guideway. They Japan has a number of systems for subsi- development subsidy scores the highest have lower construction costs because dizing railway development. A business subsidy value of about 70%. In the case they are much narrower than conven- planning to develop a railway can obtain of a transferred-ownership line using the tional elevated expressways. The Public subsidies from the national and regional interest subsidy, which is applicable only Works Research Institute of the Ministry governments if the plan fulfils the legal to the portion the interest rate exceeding of Construction and private enterprises requirements. Table 3 lists the major avail- 5%, the subsidy value remains just 4%

Table 3 Major Subsidies for Railway Construction

Applicable Subsidy (Recipient) Transport System Condition and System Outline (1997 budget in ¥ billion) Interest subsidy for • Condition: Reinforcement or improvement of JRs and private railways leased/transferred-ownership lines JRs and private railways in metropolitan areas (Japan Railway Construction (1.5) • Outline: JRCC arranges and transfers funds to company Public Corporation) National and local governments bear interest exceeding 5%

• Condition: Subway construction or improvement by Tokyo’s Rapid Transit Subsidy for subway development Subways Authority (TRTA) or public or quasi-public (3rd sector) operators (subway companies) (68.3) • Outline: Grants of up to 70% of construction costs

Subsidy for new-town railways • Condition: Public or quasi-public new-town railways in metropolitan areas (local government, quasi-public New-town railways • Outline: Grants of up to 36% of construction costs (borne by national organizations, Housing and Urban (2.7) and local governments) Development Corporation)

• Condition: Systems for which public or quasi-public organizations can obtain operators license covered by related regulations, etc. Subsidy for infrastructures • Outline: Road authority constructs infrastructure and operator runs system. (public or quasi-public organizations) Monorails, AGTs, etc. National and local governments bear up to 57% of infrastructure costs

Subsidy for waterfront railway facilities • Condition: Facilities designated in waterfront development plans including (railway companies) reclaimed land Monorails, AGTs, etc. • Outline: Port authority constructs infrastructure and operator runs system. National and local governments bear up to 57% of infrastructure costs

• Condition: Airport facilities Subsidy for airport railway facilities Airport access transit • Outline: Airport authority constructs infrastructure and operator leases and (railway companies) systems operates system

• Condition: Construction of new lines, double- or quadruple-tracking passenger railways in seven major cities of Japan Interest-free loan for urban railway Urban railways • Outline: Government loan of up to 40% of costs, no repayments for first 5 development (JRCC, TRTA) (37.6) years, and redeemed in 10 years. Interest-free top-up loans or subsidies available from local governments

Copyright © 1998 EJRCF. All rights reserved. Japan Railway & Transport Review 16 • June 1998 11 New Urban Transit Systems

Table 4 Comparison of Subsidy Values Conditions Construction costs: ¥200 billion Construction period: 8 years Basic interest rate: 5.4% Able to receive public subsidies of up to 70%* Ratio of infrastructure: 80%

Subway development subsidy Urban transit development Transferred-ownership Basic case Public subway Quasi-public subway interest-free loan railway interest subsidy

Interest: 21.6% (¥55.2 billion) Balance: ¥76.7 billion Balance: ¥115 billion Balance: ¥125.3 billion

Public funding*: Balance ¥51 billion Private funding: 6.0% (transferred value): ¥245 billion Construction costs: Public funding*: 78.4% 14.0% Operator funding: (¥200 billion) ¥51 billion

Subsidy value: ¥127.5 billion Subsidy value: ¥89.2 billion Subsidy value: ¥78.9 billion (30.9%) Total: 69.9% Total: 48.9% Subsidy value: ¥10.2 billion (4.0%)

• For urban transit development interest-free loan, amount equivalent to theoretical interest accrued for loan taken as subsidy value • Local public funding considered part of subsidy

when calculated using an interest rate of • Development of required infrastructure transport, construction of public transport 5.4%. However, the interest subsidy is occupies vast areas of city centres to achieve a better environment must be losing its advantage because of the cur- • Accidents, noise, and exhaust have tailored to the local needs. It is vital to rent low interest rates. negative socio-economic impact take the following points into consider- When these Japanese subsidies are com- • Traffic congestion adversely affects pub- ation: pared with other countries, excluding lic transport for non-automobile owners • Construction and operating costs should public and quasi-public (new-town) tran- • Public transport is needed for efficiency be held as low as possible, but cheaper sit systems, there are more private trans- and flexibility is not always better—future demand port companies in Japan that develop their • Private automobiles waste scarce re- based on growth of the city should also facilities without subsidies (Fig. 4). sources be considered. • Automobiles damage the environment • The system must be easily accessible— For a Better Transport of residential and commercial areas links with existing transport modes as Environment The completion of LRT and subway sys- well as access to business and residen- tems in Los Angeles, underscores the tial areas must be considered in deter- Suppressing automobile traffic pressing need for new urban transit sys- mining the route and station locations. There are seven good reasons justifying tems in even the most automobile-ori- • Acquisition of land and space must be suppression of urban automobile traffic: ented city in the world. carefully considered to maintain har- • Insufficient infrastructure to support But to be realistic, since it is not possible mony with geography and city plan- sharply increasing numbers of vehicles to entirely abolish automobiles for private ning.

12 Japan Railway & Transport Review 16 • June 1998 Copyright © 1998 EJRCF. All rights reserved. new transit systems and local facilities into new medium-capacity feeder sys- Figure 4 Urban Transport System Construction Cost Ratios tems. Public initiatives should be taken. USA (30 cities) • Providing subsidies for technological development National (Federal, state) 44% A new subsidy system should be estab- Local (Counties, cities) lished to promote technologies for de- 56% Railway companies velopment of deep underground space Federal: 16% and medium-capacity transport tech- State: 40% nologies, etc. • Securing funding France Germany Traditionally, urban railways in Japan 20% 30% 40% have long been regarded as profitable private businesses and have not re- ceived subsidies. But unlike private 50% 60% railways, private subways have received ample subsidies due to their very high construction costs. Japan Japan Today, neither private nor public transport Subway subsidies New-town railway subsidies companies have any incentive to justify 18% 30% 35% the huge investment in building a new 64% 18% transit system, due to the poor chance of acquiring sufficient new business to cover 35% the costs. The railways face an interest- ing dilemma in that maintaining profitabil- ity relies on maintaining the status quo of overcrowded rush hours, rather than im- For the last 30 years, Japan has been in Supporting development of proving services. Therefore, it is essen- the habit of choosing the seemingly-eco- urban public transit systems tial to provide subsidies to revive their nomical automobile as its main transport There are four major methods for support- enthusiasm for investment. The transport mode without considering the problems ing development of urban transit systems budget may have to be reorganized in of exhaust and noise pollution, accidents, in Japan: coordination with non-transport sectors in etc. The reasoning is that roads are • Leasing public urban transit facilities to an effort to appropriate more to transport. needed to solve the problem of traffic private companies Against the background of environmen- congestion and pollution will be mini- This idea has been devised to cope with tal problems such as global warming, the mized once congestion is solved. Devel- the poor incentive for private compa- rationale underlying European taxation opment of roads is therefore mistakenly nies to make new expensive long-term systems favouring developments of rail- seen as meritorious from the viewpoint of investment in transport infrastructure. A ways over roads based on the need to pro- protecting the environment. project considered worth developing as tect the environment may be worth A similar trend is being followed else- part of the city planning is completed considering, but a political decision will where in Asia causing grave problems in by the public authority and is then be necessary. It may also be necessary to those countries, as well as global-scale leased to a private operator. This mini- find a method of calculating the true costs environmental problems. Development mizes the adverse effect of infrastruc- of each transport mode, especially, the of clean, public transport would help solve ture costs on operating profits. social costs of road accidents, pollution, both these local and global problems. • Promoting joint ventures or integration etc. with other transport or city facilities For better efficiency, comprehensive systems should be established that in- tegrate conventional transport modes,

Copyright © 1998 EJRCF. All rights reserved. Japan Railway & Transport Review 16 • June 1998 13 New Urban Transit Systems

Issues of construction cost With the benefit of hindsight, perhaps rail- and period Conclusion ways have been too passive in the past, In order to accomplish future develop- but the time has come for them to take ment of urban transit systems, there are The post-war development of public trans- the initiative in making a strong case for five major points demanding substantial port in Japan has been very successful in developing new urban transit systems in recognition. building national transportation systems, cooperation with regional planning and First, efforts should be made right from including shinkansen, expressways, and existing public transport, such as railways the planning stage to reduce construction airports, as well as urban systems, such and buses, for the third millenium. I costs, coupled with thorough costing of as subways, urban transit systems, and every alternative route and scrutiny of all highways. However, recently voices Notes: available new systems. claiming that railways are no longer 1 G. Bouladon, ‘The Transport Gaps’, and ‘Trans- Second, efforts should be made to find needed in Japan due to the lack of funds port’, published respectively in Science Journal by ways to cut costs at the construction stage. and anticipated decline in the population Associated Life Press. Ltd., London, in April and Although new technologies can be a driv- are becoming more strident. But as a rail- October, 1967. ing force behind a project, the duration way construction engineer, I sincerely 2 Published by Japan Transport Economics Research of the construction , and hence cost, is believe that development of public urban Center, Tokyo, December 1970. greatly influenced by consultation with transit systems, especially railway net- 3 Published by Japan Railway Civil Engineering As- related organizations and communities. works, is essential in preparing ourselves sociation, 1975. New technologies should be fully utilized to tackle the serious problems facing the 4 Edited by Urban Transit Study Group and pub- whenever possible, but achieving a con- next century. lished by Sankaido, Tokyo, 1997. sensus based on past experience and trust is also a vital factor. Third, a consensus should be reached as soon as possible to enable an early start. Any delay in launching a service adversely affects future operation. Shortening the JRCC construction period is as crucial as cut- The Japan Railway Construction Public heavy-snow regions of central Honshu. ting the costs. Corporation (JRCC) is a national, public or- Moreover, the Corporation is currently con- Fourth, proper services should be ensured ganization founded in 1964 with the aim of structing railways on 30 lines (808 km). for passengers. The basic specifications building the Japanese railway network. So Work is also underway on three new far, the Corporation has constructed a total shinkansen lines, and Maglev. and standards should all be in accordance of 2348.1 km of railways on 93 different The Corporation’s mission is to build high- with future demand and maintenance re- lines. Examples of the Corporation’s work quality and safe railways as quickly and quirements. The operator should have a include the famous 53.8-km Seikan Tunnel economically as possible. From time-to- variety of options to permit selection of under the strait between Honshu and time, it also assists in planning overseas the best business choice. Hokkaido, and the Joetsu Shinkansen, the railway projects. first shinkansen line to cut through the Lastly, efficiency should be ensured to achieve high productivity. To reduce con- struction cost and shorten the work pe- riod, efficient and quick decision-making procedures should be established.

Akira Nehashi

Mr Nehashi graduated in Civil Engineering from Tokyo University and joined JNR in 1970 where he worked in both the construction and shinkansen planning divisions. He is presently Deputy Director of Planning Department in charge of Project Research at JRCC.

14 Japan Railway & Transport Review 16 • June 1998 Copyright © 1998 EJRCF. All rights reserved.