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PT.29: TIIE AUS'FRALIAN VFT PROJECT
THE EVOLUTION OF
ELECTRIC RAILWAYS
In the last episode in this series, we look at
recent developments in fast trains overseas.
We then conclude with a discussion of the
Very Fast Train proposed to link Sydney and
Melbourne, and later other capital cities and
population centres.
By BRYAN MAHER
As might be expected from their
considerable past experience with
electric traction, the Swedes are
working with experimental high
speed trains. They consider new
dedicated tracks too expensive in
their crowded country. Therefore,
in August 1986, Swedish Railways
(SJ) let a contract to ASEA Traction
for 20 high-speed trainsets capable
of 200km/h on the existing tracks.
Each trainset consists of one
lightweight Bo-Bo electric locomotive hauling five passenger
coaches. Additional coaches can be
added when necessary. The rear
coach contains a driver's cabin and
full console from which the train
can be driven when running in the
reverse direction. Each train is
equipped with a buffet car and carries 288 passengers.
The aim is to reduce the present
travelling times by 25% on all main
lines and recapture the passenger
traffic currently lost to road and air
travel.
To achieve this, consistent running at 200km/h is required. At this
speed, the 457km journey from
Stockholm to Gothenburg will
shrink from the present 4 hours and
5 minutes to a tidy 3 hours. The current traffic is 2,700,000 passengers
annually, a figure which is expected to rise to 4,400,000 by mid
1990. This increase will fully occupy the first 20 trainsets delivered.
SJ has an option with ASEA for a
further 32 similar trainsets, destined for the Stockholm-Malmo,
Gothenburg-Malmo and StockholmSundsvall routes.
ASEA's experimental train
ASEA has based the design on
their class Xl 5 experimental
mainline train. This has been running on SJ mainlines since 1977,
assisting in the development and
testing of new motor drive systems,
bogies and train controls.
The excellent results of SJ's XlO
commuter trains running in the
cities of Stockholm and Gothenburg
and the southern districts of
Sweden since 1982 have confirmed
much of ASEA's research.
AN ARTIST'S IMPRESSION of the
Australian VFT streaking through the
countryside. We think the artist must
have let his/her imagination run riot
about the gradient though. Maximum
gradients are planned to be 3.5%, not
20% or more as shown in this view.
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SILICON CHIP
Gate-turn-off thyristors (GTOs)
and 3-phase variable frequency
variable voltage induction traction
motors have been a valuable result
of this concentrated R&D effort.
Add to this new motor control
systems, suspension and coupling
techniques and we have the great
advance in technology now being
exported from Sweden to the rest of
the world, including Australia.
ASEA Brown Boveri are even
now developing a more advanced
GTO, with the promise of inverters
using less semiconductors, at lower
cost and weight.
15kV 16.6Hz supply
The Swedish fast trains operate
from the standard single phase
15kV 16.6Hz overhead voltage. In
each locomotive, the main transformer has six secondaries; four
of these supply the traction system, one feeds the auxiliaries and
the sixth secondary is dedicated to harmonic and power factor
control.
Each traction secondary winding
feeds a 4-quadrant GTO rectifier
GERMANY'S VERY FAST ICE (Intercity Experimental) trains held the world
speed record until just recently. When they begin full operations, the trains
will be fully sealed, so that passengers will not experience uncomfortable
pressure variations when passing through tunnels.
bridge, the outputs of pairs of
bridges being paralleled to form a
DC link. Each DC link supplies
power to a 4-quadrant GTO DC/AC
3-phase inverter which then drives
two of the four 3-phase inductiontype traction motors.
Because 4-quadrant controlled
GTO bridges are used throughout,
full regeneration of power is possible, allowing traction and regenerative braking with the one
switchless system.
When the driver wishes to slow
down or stop, he reduces the frequency of the inverter output.
While the induction motors are
pulling the train they normally run
at about 97% of synchronous speed
but when running (under momentum) faster than this sync speed
they act as asynchronous alternators, to apply braking to the
train.
This regenerated power returns
via the inverters, the rectifying
bridges and the transformer to the
whole SJ railway grid.
Germany's ICE train
Until just recently, the official
world rail speed record of 406km/h
was held by the German Federal
Railways (DB) Inter-City Experimental (ICE) train. Designed
with optimised aerodynamics, the
new ICE train has improved high
speed power and trailing bogies
and a total train power of 8.4MW
(11,260 hp). Two locomotive designs
are being tested, one built by ABB
and one by AEG and Siemens.
The 114m long train consists of a
Bo-Bo electric locomotive at each
end, with three passenger coaches
carrying a total of 261 passengers.
Each 4.2MW loco weighs 78.2 tonnes and passenger coaches weigh
46.6 tonnes, giving a total weight of
296 tonnes for a 5-car train.
Though each locomotive is equipped with a lightweight pantograph,
MARCH 1990
5
haul the VFT at 330km/h.
ABB are building Bo-Bo-Bo
locomotives to haul the train from
the French Coast through the tunnel
and on to London. While in the tunnel the locomotives will run on 25kV
50Hz. Once on English soil, the loco
will draw power from the British
Rail south line 750V DC 3rd rail
current system.
The Australian VFT
ANOTHER VIEW OF GERMANY'S high speed ICE train. Normally these travel
with only the rear locomotive's pantograph in the raised position. This is done
to keep drag to an absolute minimum.
only the rear loco runs with its pantograph raised, similar to the
French TGV described last month.
This reduces slipstream drag. A
high-voltage cable runs the length
of the train to connect both
pantographs.
Each loco carries a 5.12MVA
transformer, GTO rectifiers and a
7.6MVA inverter to supply 3-phase
variable voltage variable frequency
drive to the four induction type
traction motors.
To minimise that gremlin of all
high-speed trains, unsprung weight,
special suspension methods are used for the heavy motors. The
locomotive body carries 2/3 of the
weight of motors and gear box, the
remaining 1/3 of their weight being
suspended from the bogie frame.
Flexible lateral suspension units
perform this mass-juggling miracle
which leaves the driven axles to
carry little more unsprung weight
than the running wheels and axle.
Complete with hydraulic dampers to modify vertical and lateral
movement, this clever construction
results in minimum track stress at
very high speed, and a high degree
of train rolling stability.
Florida's VFT project
This American very fast train is
proposed to run on a dedicated line
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SILICON CHIP
from Miami on the Atlantic coast to
Tampa on the Gulf of Mexico. To
avoid formidable civil engineering
work, this new line will not cross
the Everglades but will detour northwards. From Miami, the train will
run through Palm Beach to Orlando, serving the Florida Disneyland,
a potential source of considerable
passenger patronage. From Orlando, the route will take a south
westerly path to Tampa. The total
run will be 480km.
The Florida trains will consist of
a 3.2MW 25kV 60Hz Bo-Bo electric
locomotive at each end, with three
1st class and five holiday class
passenger coaches and a diner between, giving a capacity of 480
passengers.
Eight 3-phase induction motors
will propel the train at 240km/h.
When the green light is given for
construction, ABB will provide the
locomotives and rolling stock.
English Channel VFT
The Trans Manache Link (TML)
Company is constructing a pair of
tunnels beneath the English Channel to directly link England and
Europe by rail. Tunnel users will
rent pathways at set times. One
user will be the London-Paris very
fast train. Between Paris and the
coast, the French locomotive will
Originally proposed by the eminent Australian scientist Dr Paul
Wild, the concept of a very fast
train carrying passengers from
Sydney Central to Melbourne
Princes Street in less than three
hours is quite realistic.
Consider that by jet plane the trip
from city to city takes 1 hour and 15
, minutes flying time plus delays at
the terminals and travel by car
from city to airport and vice versa.
All up, in peak hours, the total
travelling time can easily be 3
hours 30 minutes or more. Then
there are many people unwilling to
travel by plane. And what of
freight?
The Australian VFT is presently
in the advanced design stages,
sponsored by a consortium of
private industry: BHP, Elders IXL
Ltd, Kumagai Gumi Ltd and TNT
Australia Ltd. The proposed train
will run from Sydney past Mascot
airport, to Bowral, Goulburn,
Canberra, Cooma, Bombala, Orbost, Bairnsdale, Dandenong and
then Melbourne.
The system will be entirely double track, of standard gauge,
(1435mm), using advanced wheel
and rail technology, with electric
traction. Estimated to cost $4.8
billion to construct, the project
should provide employment for
25,000 Australians in the building
of permanent way and civil
engineering works, rollingstock,
power supply and support facilities.
As well as providing SydneyMelbourne travel, the system will
give access to Canberra and the
Snowy Mountains.
Fares are expected to be competitive with air travel and two
classes of coach seating arrangements will suit all travellers
at a variety of charges. The no-
FLORIDA'S FAST TRAIN PROPOSAL looks similar to the French TGV hut if it is given the go-ahead, all
locomotives and rolling stock will be supplied by ABB of Sweden.
tional design calls for a running
time for non stop trains of 2 hours
and 56 minutes, with less than 8
minutes longer if two stops are
made along the way.
Two locomotives
The proposed train will probably
consist of two 4MW Bo-Bo electric
locomotives, one at each end, with
six intermediate cars between. On
passenger trains, the cars will consist of first and economy class cars,
some with food preparation galleys.
There will be 80 passengers per
first class coach and 98 per
economy car. These numbers will
be reduced to 64 and 79 respectively in the case of cars incorporating
a galley or baggage compartment.
The total train is expected to be
210m long and will carry about 400
passengers.
Each locomotive is planned to be
20m long, 3.2m wide and 4.4m high,
weighing 80 tonnes. Passenger cars
will be 6.2m longer than a
locomotive, the same width, but
300mm less in height, and weigh 40
tonnes empty. Freight cars will be
only 18m long, weighing 80 tonnes.
The high train power of at least
BMW (10,700 hp) is necessary to
accelerate the train to the 360km/h
operating speed on the high speed
track section.
Fast and
suburban sections
The route may be assumed to
consist of three speed sections.
Within 20 to 30km of terminal stations (Sydney and Melbourne), the
track will parallel existing SRA and
VR suburban lines. Here speed will
be restricted to within 90 to
200km/h for two reasons: track curvature and power supply. Both the
NSW and Victorian Railways use
1500V DC supply for their electric
traction and 120V AC for signalling
and interlocking systems.
When running on parallel tracks
in these regions, the VFT will also
be powered by the 1500V DC supply
but the (approximately) 1 lMW required per train will not be
available - hence the restriction in
speed.
Once clear of suburban areas,
the VFT high speed tracks will be
powered by high voltage single
phase AC. Whether 25kV or 50kV
will be used is still to be decided.
Between cities, a steady 350 or
360km/h running speed is envisaged. To allow such continuous speed,
track curvature will be limited to
7km horizontal and 22km vertical.
The track will be BHP headhardened 60kg/m rail on 270kg prestressed concrete sleepers, laid on
a heavy ballast bed. In all,
860-900km of electrified double
track will be constructed on a
30-metre wide easement, but this
will be wider where earthworks,
culverts and railway stations are
built.
With the high power/weight ratio
proposed, (8MW/460t or 17.4kW/t),
the VFT will be quite capable of
racing up 3.5% grades at full
speed. Therefore the design philosophy is to run straight up and
over hills rather than curve around
them.
Aerodynamics
At a speed of 350km/h, aerodynamic design is paramount. The
total resistance to motion of a train
must (obviously) be overcome by the
locomotive power.
On flat track in still air, the motion resistance of any vehicle can
be expressed by the standard
polynomial equation:
MARCH 1990
7
train on the system is using current.
Excess power generated by the
train during braking can readily be
absorbed by the state electricity
grids.
This facility will not always be
available while the VFT is running
on 1500V DC within the Sydney and
Melbourne suburban areas, as the
suburban DC supply is sometimes
unreceptive. But regenerative
power will also be absorbed by the
train's own auxiliary load - adequate for braking at the low suburban speeds.
Eddy current brakes
AUSTRALIA'S VFT (VERY FAST TRAIN) is currently in the process of an $18.9
million dollar feasibility study. It is being planned to take advantage of the
high potential passenger traffic between Sydney, Canberra and Melbourne
and will run at speeds of 350km/h. Expected travelling time between Sydney
and Melbourne is 3 hours.
Resistance = A + Bv + Cv2 + ...
where:
v = velocity;
A = mechanical bearing friction
plus the rolling friction of wheel on
rail (not a problem using roller
bearings). Rolling friction is minimised by using heavy rail rigidly
laid;
B = that part of rolling resistance
which is proportional to velocity,
plus the momentum of any air
volume carried forward by the
train. The first part is a function of
weight per axle, while the second
part is minimised by streamlining.
Bogies, pantographs, coach joins
and air intakes of diesel or gas
engines all trap air, adding drag.
Successful streamlining minimises
these factors and rejects the use of
diesel or gas propulsion.
Electrification using a single pantograph running knuckle-forward,
enclosed bogies, flush fitting windows and doors and continuous
profile vestibule coach joins are
thus mandatory;
C = (train aerodynamic frontal
area) x (air density) x (frontal, bogie
and pantograph air pressure effect
+ train skin friction).
The C term can be reduced to:
skin friction, 50%; bogie and undercarriage air drag, 25%; pan-
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SILICON CHIP
tograph 6% ; airconditioning intakes 6 % ; front end 6 % and rear
end 6%
Though smaller than A or B, C is
vital as it is multiplied by the
square of the velocity. At high
enough speeds, the air resistance of
the train skin can predominate over
all other considerations (assuming
optimum aerodynamic shape). Skin
air resistance can be minimised by
smooth construction using unpainted stainless steel, welded, not
riveted.
Motive power
To keep the unsprung mass per
axle down to 1.6 tonnes, it will be
necessary to body-mount the traction motors and gearboxes. Hollow
quill drive shafts will transmit traction and braking forces between
motors and driven wheels. Total
load per axle will be 20 tonnes.
Three phase induction motors
will be used for traction. The
benefits of high power to weight
ratio and rugged, simple, maintenance free rotors make induction
motors the top choice. As a bonus,
the use of GTOs allows 4-quadrant
power transfer, for full regenerative brakes at all times.
This electric brake facility will
be fully operative even if no other
Out on the high speed section of
the track, because of the limits on
wheel-rail adhesion at high speed,
even a combination of electric
regenerative brakes and pneumatic
disc brakes will be insufficient.
The train specification is stringent, calling for an emergency
stopping distance of 3500m for a
train running down a 3.5% grade at
350km/h! Therefore eddy current
brakes will also be used to assist in
stopping the train.
A controlled current flowing in
electromagnets train-mounted close
above (but not touching) the rails
will produce eddy currents in the
rails. This dissipation of energy
generated by motion causes a braking effect. Thus, the train will be
brought to a stop by a force which
does not require wheel-rail adhesion.
To ensure compatibility with VR
and SRA locomotives should towing
of a VFT ever be needed, and to
provide a parking brake, a standard air brake and train pipe will
also be available.
Noise emission
There should be no fear of excess
noise within the suburbs. The German ICE train at 150km/h is quieter
than existing VR and SRA suburban
trains at 80km/h.
Logistics
The proposed Sydney-Melbourne
VFT will generate (directly and indirectly) 25,000 jobs for 5 years
during construction. At least 32
trainsets will be built in Australia,
including 200 passenger cars, 20
freight cars and 64 locomotives.
The complete construction will cost
$5 billion in today's values.
Passenger traffic of 14,000,000
trips, equivalent to 6,600,000 full
Sydney-Melbourne journeys, annually is expected.
The 900km double track will
need 217,000t of steel rails,
3,000,000 sleepers, 9 million tonnes
of ballast and 6600t of copper
overhead contact wire. All these
materials are available from
Australian manufacturers.
Between 4000 and 8000ha of
land will need to be purchased, 50
to 100m wide over 800 kilometres.
A total of 326 bridges, totalling
18km are planned, mostly in the
Dandenong section.
Besides the two terminals, 16
railway stations are proposed to
cater for tourists to the Snowy
Mountains ski resorts and other intermediate stops.
Tunnels will be unavoidable in
the city suburban areas, probably 6
in Sydney and up to 10 in the
precincts of Melbourne.
Frequent trains
An average of one SydneyMelbourne non-stop train every 30
minutes is proposed, with one intermediate stopping train per hour.
Peak hours will see extra express
ANOTHER ARTIST'S IMPRESSION of the Australian VFT running through the
countryside. As with the TGV, the VFT will run with just the rear locomotive's
pantograph raised. And since the supply voltage will be 25kVAC or 50kVAC,
the height of the catenary is likely to be somewhat greater.
trains added to the route. The
Sydney-Melbourne fare is expected
to be approximately $100.
The consortium is hoping to start
construction within 12 to 18 months. First, the Sydney-Canberra section will be constructed to enable
full-speed testing of rolling stock,
power and in-train signalling
systems. The Canberra-Melbourne
leg will commence construction the
following year, with the entire
railway to be completed by 1996.
Feasibility study
The first report of a $18,900,000
feasibility study delivered in
November 1989 predicted that the
VFT would generate $1 billion in
ticket and freight charges annually.
The report also costed an alternative inland route via Albury. The
consortium presently favours the
coastal route because it has greater
scenic and tourist attraction.
On the coastal route, stations are
proposed at the following centres:
Sydney, Mascot, Campbelltown,
Bowral, Goulburn, Canberra, Cooma, Bombala, Orbost, Bairnsdale,
Maffra, Traralgon, Moe, W arragul,
Dandenong and Melbourne.
Inland route stations
The inland alternative route proposes stations at Sydney, Mascot,
Campbelltown, Bowral, Goulburn,
Canberra, Yass, Wagga, Albury,
Wangaratta, Benalla, Seymour,
Tullamarine and Melbourne. This
route is more than 100km shorter
than the existing Sydney to
Melbourne railway.
Perhaps the day of great electric
railway progress is indeed dawning
in Australia. On this optimistic note
we end our series on "The Evolution of Electric Railways".
Acknowledgements
Special thanks to Dr John
Nicolson (technical manager) and
Dr Paul Wild (chairman) of VFT
Australia; to Lars Persson of ASEA
Brown Boveri Traction (Aust). Also
to Comeng of Granville and
Dandenong, ASEA Journal, ABB
Journal, BBC, AEG, SJ (Sweden), DB
(Germany), CFF (Switzerland) and
Deutsche Eisenbahn Consulting
(Frankfurt) for photographs, data
and permission to publish.
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MARCH 1990
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