Alternatives to automated people-mover systems for small but dense populated areas/Automatizuoto transporto mazose bei tankiai apgyvendintose teritorijose alternatyvos.
Scherer, Milena ; Wichser, Jost ; Venckauskaite, Jurate 等
1. Introduction
The country of Liechtenstein consists of several municipalities
situated mostly along the main road between Sargans (Switzerland) and
Feldkirch (Austria) (Fig. 1). Due to its prospering economy, accompanied
by an increase of jobs by 25% until 2025, the government expects the
traffic in Liechtenstein to get worse.
The efficiency of urban transportation is getting more and more
important because of an increasing rate of mobility demand. Particular
attention has to be paid to the influence of demographic and social
factors, to plan, control and organize urban transportation in the most
efficient way, we also need to consider the aspects of land use (Tanczos
and Torok 2007; Niewczas et al. 2008). Several legislative initiatives
to construct new roads in this country have been defeated by the
residents. Because of the resistance against new roads the government
decided to analyze other possibilities to shift the mode share towards
public transportation systems (Regierung Furstentum Liechtenstein 2004a,
b). Hence, the only way to handle the increased demand seems to be a
massive improvement of the public transportation system, combined with
measures to limit the car usage.
Although the current offer of public transport (PT) in
Liechtenstein is attractive--compared to similar regions--the mode share
for PT reaches only 10%, whereas the car ownership is one of the highest
within Europe (700 cars/1000 inhabitants). This fact makes it more
difficult to define a PT offer that causes an appropriate change in mode
choice.
Considering that one half of all employees in Liechtenstein live
abroad (more precise in the border region of Switzerland and Austria),
reflections for a new public transport system (NPT) have to take into
account three countries to meet all the needs of the affected people.
In this case study, a NPT is defined as a new guideway transport
system introduced in a region where this system doesn't exist yet.
Often it is a form of a new technology, for instance, an automated
people mover or for the case of Liechtenstein--a tramway as well. Some
of the surveyed NPTs are not introduced in many places. The
Liechtenstein case study made it possible to analyze, why these systems
have not been as successful as expected and what is the most appropriate
way would be to introduce a NPT in Liechtenstein.
This paper starts with some basic facts about Liechtenstein and its
predicted development, including the estimated demand for transportation
until 2025 according to the national forecast. Next, the considered
alternatives and measures to meet the future transport needs in
Liechtenstein are briefly summarized. This includes also an estimation
of the annual cost of the different alternatives. Finally, reflections
about the migration in terms of the flexibility of the routing and the
ability for a system-upgrade of the different PT systems are discussed.
The paper ends with conclusions about where NPT can be introduced easily
and which alternatives should also be considered.
[FIGURE 1 OMITTED]
2. Facts and figures about Liechtenstein
For a better understanding Liechtenstein's dilemma, it is
necessary to have some background information about the country.
The small country is situated between Switzerland and Austria (Fig.
1). Its area covers about 160 [km.sup.2], whereof only 50% is populated due to the mountains. The River Rhine indicates the natural border
between Switzerland and Liechtenstein, which divides the valley into a
Swiss, and a Liechtenstein part. A drive through Liechtenstein takes
about 30 min by car.
In 2007, a total of 35 322 people were registered in Liechtenstein
that makes an average population density of 220 inhabitants/[km.sup.2]
(that is about the same density as Germany has). The high amount of 30
000 employees can only be explained with 14 000 commuters from abroad
(Table 1).
Liechtenstein's national forecast predicts a growth of
population and employment by 20-25% within the next 20 years due to its
prospering economy.
The increase of jobs has to be covered mainly by commuters from
abroad, what comes along with an increase of traffic. Table 2 shows the
expected increase of the transport performance in Lichtenstein by 2025.
The transport performance in 2025 will become 160% of the existing
performance in 2001; however, only if there are enough capacities on the
streets for this huge demand.
3. Fundamentals and goals of the study
Liechtenstein's transport policy is based on the following 5
principles (Regierung Furstentum Liechtenstein 2005) that have to be
considered by planners:
* Economy: Liechtenstein needs an efficient transport network to
guarantee a certain level of traffic flow not to prevent the growing
economy.
* Quality of life: Improvements of the situation in congested areas
increase the quality of life and attracts new residents and enterprises.
* Safety: High safety standards on roads and for the public
transport are common.
* Environment: All possibilities concerning a reduction of air and
noise pollution as well as energy consumption have to be exploited.
* Basic services: An attractive public transport service is
available for every citizen.
Identifying accessibility is a standard issue of transport
analysis, which can be of interest to many socioeconomic applications
(Jakimavicius and Burinskiene 2007). Moreover, D. Halden in his article
maintains that evaluation of accessibility has to be pursued according
to national requirements (Halden 2002).
Every action is oriented by these principles. But it is obvious,
that there occur certain conflicts especially between economically-based
growth and environmental goals. Furthermore, the following points led to
the here presented study:
* Most of the roads in Liechtenstein have no capacity for
additional traffic; especially the sensitive locations are already
suffering from congestion.
* The existing bus system is highly affected by these conditions on
the roads and the service lacks reliability and speed.
* Residents do not appreciate the construction of new roads. The
limited space due to topological reasons makes it even more difficult to
find a routing for new roads.
* The expected traffic cannot be managed with the current bus
system due to its interdependence with the car traffic.
These facts emphasize the need for a very attractive PT-service,
including high capacities, optimized connections to other PT-networks,
and high frequencies as well. Otherwise the expected economic
development cannot take place.
A previous survey that considered the feasibility of the
introduction of NPT (Ingenieurgemeinschaft EGB-Guha-Konrad 2002)
concluded, that the public transport in Liechtenstein needs a dedicated
right of way at least in the centre parts of the municipalities and
along highly frequented traffic routes. Otherwise the required
acceptance is not approachable. Furthermore, the study showed that there
are several NPT-systems that fulfil the requested terms but they
generally come along with very high capital costs. The study had the aim
to elaborate the framework for a decision for a PT-system that can
achieve the desired modal share. Essential was the evaluation of
potential NPT for spatial patterns like Liechtenstein.
4. Current transportation facilities
Liechtenstein's road network consists of 120 km main roads and
about 260 km rural roads. This serves the 31 200 registered vehicles and
the traffic from abroad including suppliers and throughway from
Switzerland to Austria and vice versa.
The total length of the road network has not changed much in the
last 40 years. Especially the will of the people not to extend the roads
was the determining factor.
The buses operate in mixed traffic and the bus network has a length
of 105 km (more or less the full length of the main road is covered with
public transport services). The buses in Liechtenstein carry 12 000-17
000 passengers per day and 15 000 persons own an annual ticket for
Liechtenstein's bus company (LBA).
5. National and international demand
Based on national data about the commuter relations from
Switzerland (Bundesamt fur Statistik 2008) and a survey of the transport
demand structure in Liechtenstein (Hasenmaile and Golay 2004), the
following statements about the transport demand can be made:
* The corridor between Balzers-Triesen-Vaduz-Schaan (in the
southern part of Liechtenstein) has the highest demand (2/3 of the jobs
in Liechtenstein are located in this part).
* The city of Schaan is the most important hub of the country. 50%
of the Austrians employees and 30% of the Swiss employees pass by.
* The Swiss part of the Rhine Valley creates the highest
international demand.
These facts and the forecast of housing facilities on the Swiss
side of the valley underline the supposition, that this transport
relation has to be watched carefully.
According to the Swiss Transport Census (Bundesamt fur
Raumentwicklung, Bundesamt fur Statistik 2001), the mode share
concerning car usage is mainly influenced by:
* A free parking lot at the workplace,
* The availability of a car,
* Self- employment and
* Income.
All these statements match very well with Liechtenstein's
conditions. Especially the motorization ratio and the availability of a
parking space at the workplace are often taken for granted.
6. Considered transportation systems and requirements
For an approach to get an appropriate public transport system we
can distinguish between 2 levels of services:
* Bus systems without dedicated bus lanes, operating in mixed
traffic with cars.
* Rail based systems based on an independent network, spatially
separated from other transport facilities.
Of course, there are systems in between, such as dedicated bus
lines and tram systems that operate partly on the road.
Based on a system evaluation in 2003 (Ingenieurgemeinschaft
EGB-Guha-Konrad 2003), the following public transport systems and
routings were taken into account:
* A new transport system such as a VAL (vehicule automatique
legere) or a guided bus system (tram sur pneu) on the whole distance
between Sargans and Feldkirch, whereas in the northern part of
Liechtenstein the route connects the municipalities of
Bendern-Eschen-Mauren instead of a direct connection between Nendeln and
Feldkirch (see map in Fig. 1).
* A combination of the S-Bahn between Feldkirch, Buchs and Sargans
with a new transport system Sargans-Vaduz-Schaan. Schaan would become
the main hub und interchange station in Liechtenstein.
* A bus system on the whole axis with dedicated bus lines at
locations where congestion occurs and where an acceleration of the
overall travel speed can be realized.
A new public transport system--new in the sense of not operating in
Liechtenstein yet--is to fulfil certain requirements:
* Small spatial consumption.
* The PT-system has to be as conform as possible with the
landscape.
* Ability to realized it step by step.
* Compatibility with existing systems.
* Small capital costs and small operating costs.
* Automatically operation (in the future).
Based on the framework presented above, several alternatives were
elaborated, and their impacts on the required aspects evaluated.
7. Evaluation method--alternatives
For evaluating an appropriate alternative 3 perspectives--customer,
public transport company, and general public--were surveyed. All
relevant criteria and measurement methods for each group were defined.
Finally, the following criteria were estimated for each alternative:
* Number and geographical location of stops. The sensitivity of the
total travel time, access, speed and the effect of the parameters on the
optimum stop location are analyzed and discussed (Ziari et al. 2002;
Daunoras et al. 2008).
* Frequency and operation hours.
* Average travel speed (especially along the high demand axis).
* Reliability in term of conflicts with other transport modes.
* Direct connections.
* Capital costs.
* Annual capital costs and operating costs.
The developed alternatives combine possible PT systems (e.g.
S-Bahn, bus, tram, VAL) in a way that an attractive PT network results,
with adequate services, amenities, and different routings. Some
alternatives consisted of a dedicated lane on a second level (tunnel or
elevated). The impact on the traffic was always taken into account and
therefore the PT offer had to be defined for each alternative.
A possible solution was the transformation of the main road into a
dedicated bus lane and to close this axis completely for the car
traffic. However, this requires a new road beside the settlements with
connections to the different municipalities (Fig. 2).
This seems to be the best possibility for an appropriate PT axis on
a dedicated lane serving the main points of interests. Other systems,
not operating on street level, have the disadvantage that the passengers
have to climb stairs or use escalators what makes PT more expensive and
reduces the attractiveness of using PT. Following a short overview of
the considered alternatives:
[FIGURE 2 OMITTED]
* A: Existing Bus Network Optimization.
* B: Upgrade of the Regional Rail Service and Optimization of the
Bus Network.
* C: New Liechtenstein Rail Link and Optimization of the Bus
Network.
* D: Upgrade Regional Rail Service and Construction of an NPT
between Sargans and Schaan.
* E: Construction of a NPT between Sargans--Schaan-Feldkirch.
The estimated annual costs of each alternative (A-E) are shown in
Fig. 3. Alternative A is a bus-based system on the main road including
restricted access for cars on this lane and the cost of the construction
of a new bypass road beside the settlements (as shown in Fig. 2).
Alternative E is a fully NPT on a dedicated lane, partly underground.
The tunnels guarantee a conflict-free routing and the main road remain
as it is. Other alternatives are combinations in between.
Apparently, the annual costs of the bus-based system, including the
construction costs of the new bypass road, is the cheapest. The heavier
systems become more expensive due to the construction costs of a
separate way. Fig. 3 shows the expected increase of passengers and put
it into relation with the annual costs. The range of the average costs
per passenger-km is 0.3 Euro to 0.45 Euro. The cheapest PT system costs
23 mio. Euro, whereas the most expensive system, a fully NPT, costs
annually up to 60 mio Euro. It has to be underlined that the annual
costs are estimated over the whole lifetime of the system.
[FIGURE 3 OMITTED]
8. Liechtenstein's transport model
The planning of urban transport systems needs a great amount of
accumulated and classified data. With a purposeful and constant
gathering of these data in a number of years, it is possible to foresee the trends, changes and to make suggestions about improving the urban
transport system. Modern computer technologies allow for a more
accelerated and precise estimation of those processes, performance of
variant simulation, technical and economical grounding of solutions
(Grigonis and Paliulis 2007).
To estimate the demand due to the changes in the PT we used a
transport model for Liechtenstein. The model is based on the census data
from 1999, on the one hand and on the other hand, on transport surveys
and counted traffic.
It is important to choose correct transport models, to provide
exact and right information and only then to forecast prognosis, because
wrong prognosis can make very expensive sequences (Trujillo et al.
2002).
The daily inland traffic is created with the software VISEM (a
demand software from PTV), using the structural data of Liechtenstein
and the existing transport networks as input. In a next step the
division into different transport modes is made. Based on an OD-Matrix,
the route choice depends on an measure of attractiveness considering:
* the travel time, the distance and the category of the roads for
car traffic;
* the travel time, dwelling time, different attractiveness of
certain systems and the number of interchanges for public transport.
9. Migration path
One of the most important criteria for the decision for a PT-system
was the ability to implement the system stepwise. This has the advantage
that also the financial costs can be considered stepwise; hence, any big
investment in a short period is not desired. With this background the
ability of an implementation of a system in stages was one aspect that
was analyzed, whereas the transportation system has to operate
satisfactory in every stage and be capable to meet a corresponding
demand. Further the flexibility of the system, flexibility in terms to
handle future adjustments such as changes in the route, length and
additional stops were considered as well. The third aspect of the
migration study was the possibility to replace one system by another
one.
Fig. 4 shows an overview of the migration ability of the different
examined PT systems. It is not surprising that the bus system is the
most flexible one. Based on a bus network with partly dedicated bus
lanes and the development of fully dedicated bus lanes step by step, it
is the most appropriate basis to implement a future system-upgrade such
as, for instance, a tram system or any automated people mover. But
therefore the dedicated lane has to be realized first. The decision
whether a system upgrade is needed or not, depends on the increased
demand of the PT system running at the dedicated lane.
The stepwise development can help not to over-invest in systems
that do not bring the necessary revenues at these times. This approach
is highly recommended for the case of Liechtenstein and similar regions.
[FIGURE 4 OMITTED]
The first step has to be the construction of a dedicated lane along
the corridor with the highest demand. That is probably the most
difficult step, but the only way to generate the required demand, and a
corridor where the further development of any PT system can take place.
The disadvantage of the other examined PT-Systems such as a VAL,
Monorail and the tram-train is, that they have to be implemented in one
step, otherwise they come along with high additional costs. Another
argument is that these systems are not flexible enough to be adjusted by
future changes.
Considering the required remarkable improvement in the modal share,
reflections about the attractiveness and quality of the systems were
made. To benefit from the so-called rail bonus, a not closer defined
factor for higher attractiveness to PT-users, the authors recommend an
early system-upgrade to a tram or at least a rubber-tyre-tram-system,
when the dedicated lane is available.
10. Recommendation and conclusions
NPT systems, defined as new guideway transport systems, introduced
into a city/region, often contains a form of new technology (e.g.
automated people movers). NPT systems can be considered in regions with
an existing well-developed fixed guideway network (NPTs are often
implemented in regions with existing systems, since these are the places
where public transport has the greatest demand) or in regions where no
similar guideway transport system exists yet.
However, many of NPT systems have not been successful in the sense
that they are not extended or built in other cities. The Liechtenstein
case study provided the opportunity to analyze the benefits and
weaknesses of those systems.
[FIGURE 5 OMITTED]
The Liechtenstein case study was unique for Europe because
Liechtenstein is facing rapid economic growth on one hand and on the
other hand the country has no existing guideway transit system. The
region's geographic conditions, which focus development in a single
corridor, is another reason what makes it an ideal market for an NPT
system. The study evaluated 5 main alternatives: an improved bus
network, an improved bus network combined with a regional rail system, a
NPT rail system through Liechtenstein, and two NPT APM alternatives. The
results showed that all alternatives would be extremely expensive and,
without measures to reduce automobile use, would not significantly
improve public transport mode split.
Fig. 5 shows the predicted modal split (%) of each alternative. The
maximum modal split that can be reached is about 18% (today 10%). As you
can see in Fig. 5, this plus of modal share is--compared to the increase
of annual costs--very high. To get the 2% more modal split (step from
alternative D to E) it costs almost 20 mio Euro more per year.
However, the study also showed that Liechtenstein has to improve
its PT system to preserve or increase the quality of life and encourage
the economic growth. Therefore the study identified a migration strategy
that consists of improving the bus network stepwise with the background
idea that an NPT system can be implemented in the future when the demand
increases and reaches an appropriate level what makes it more
cost-effective. In summary, the following general conclusions can be
made:
* Any implementation of NPT systems strongly depends on the
region's existing public transport system and on road conditions as
well.
* In cases where there is no existing public transport system, it
is much easier to implement an NPT system. In these cases, the decision
whether to implement an NPT or not depends on economical criteria and on
criteria of the desired service quality.
* In cases where there is an existing public transport system--NPT
has the best possibility for implementation as the last stage of a
migration process for a public transport line or network.
* A corridor covering the main demand axis has to be realised
before a NPT system is going to be implemented.
Obviously, a NPT systems make sense in certain situations,
specifically when special problems or travel demands cannot be solved
with conventional public transport systems, but they are not the general
solution for public transport problems.
Received 2 October 2008; accepted 23 January 2009
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doi: 10.3846/1392-8619.2009.15.90-101
Milena SCHERER. PhD student at the Institute for Transport Planning
and Systems (IVT) at the ETH Zurich. She obtained her Master degree in
civil engineering at the ETH Zurich in 2005. Since then she worked as a
research assistant at the IVT with main interest of public transport
systems in urban areas. Her main research focusses on multi-modal and
public transport quality and capacity.
Jost WICHSER. Lecturer and Senior Researcher at the Institute for
Transport Planning and Systems (IVT) at the ETH Zurich. After obtaining
his Master degree in civil engineering he worked for more than 25 years
as a transport planner, technical manager and head of engineering of the
Rhatische Railways infrastrure devision. His main research focus lies on
the technology of track of railways, on the management and operation of
freight transport, especially intermodal transport chains and on the
interaction of track, vehicle and operation in public transport.
Jurate VENCKAUSKAITE. PhD student at Vilnius Gediminas Technical
University, Department of Urban Engineering, junior research assistant
at Vilnius Gediminas Technical University Institute of Territorial
Planning. Her main research focusses on territorial planning,
sustainable development.
Milena Scherer (1), Jost Wichser (2), Jurate Venckauskaite (3)
(1,2) Institute for Transport Planning and Systems (IVT), ETH
Zurich, Wolfgang-Pauli-Strasse 15, CH-8093 Zurich, Switzerland, e-mail:
1scherer@ivt.baug.ethz.ch
(3) Vilnius Gediminas Technical University, Institute of
Territorial Planning, Sauletekio al. 11, LT-10223 Vilnius, Lithuania,
e-mail: vjurate@ap.vgtu.lt
Table 1. Development of the population and employment in
Liechtenstein 2000-2040 (Strittmatter Partner AG 2000)
2000 2005 2025 2040
Inhabitants 33 500 34 900 41 900 47 500
Employees 27 000 30 170 37 500 44 700
International commuters 6 885 14 503 18 000 23 000
Table 2. Development of the transport performance in Liechtenstein
2001- 2025 (Ingenieurgemeinschaft EGB-Guha-Konrad 2003)
Total
Car: PT transport
person-km passenger-km performance
per day per day per day PT-share
2001 915 000 131 000 1 046 000 10%
2025 1 456 750 214 000 1 670 750 10%