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INFORMED SOURCES October 2007

Double-deck trains – the definitive study?

Will a new report lay the spirit of Bulleid at rest? I doubt it.

Some concepts and technologies have risen from the grave more times than Christopher Lee in the Hammer Films Frankenstein series. Old favourites in this column include gas turbines for traction, magnetic levitation and moving block signalling on a mixed traffic main line.

Then there's double-deck trains. Politicians go abroad, ride double-deck stock in France or Germany and come back assuming that it's only antediluvian railway practices that stop their use to reduce overcrowding on London commuter services. My innovative engineering chums then come up with ingenious ways round the constrained loading gauge.

If you believe that the steel wheel on steel rail is the ground transport system for the 21 st century, then the obvious solution to lack of capacity is to built more railway – which is what they do in other countries. But when self generated boiling frogs are eating up your available funds, double-deck trains could be a cheap way to provide more seats.

So, as part of the work behind the White Paper ‘ Delivering a sustainable railway', DfT Rail commissioned a study by Network Rail into the potential for double-deck and longer trains. This was slipped onto the DfT Rail website without fanfare at the end of August.

Interface

Obviously this is an interface issue. So the study determined the potential capacity gains from double-deck 20m and 23m long vehicles, within constraints such as curvature, and also estimated the costs and practicality of raising the structure gauge to accommodate both the UIC ‘GB' and ‘GC' Reference Profile heights.

While fitting two acceptably high ceilings into the vertical loading gauge is the obvious challenge to the double-deck train, vehicle length is equally critical. This is because, even on the Continent, the lower saloon floor has to drop down between the bogies to give enough height for two saloons.

For longer vehicles the study took 26 m long French double-deck EMUs for a reference. As reported in this column, (August 2005) the Vehicle/System Interface Committee has been developing the new ‘Intercity' gauge which will accept 26m vehicles. The Intercity Express Programme(IEP) is expected to exploit the new gauge.

So why not 26m long double-deck commuter trains? Simply, because on curves there is throw over at the vehicle ends and centre. According to the study, this would limit the distance between bogie centres of a British 26m double-deck train to 17m, compared with 20m on the French equivalent.

Moving the bogie centres, essentially the points around which the bogies pivot, in towards the middle of the vehicles would reduce the length of the central passenger saloon area from 15.4 m on the French vehicle to 12.4 m on the British design. This is equivalent to losing two seating bays in the saloon.

Obviously some extra seats could be provided in the longer end sections., but even here curvature intrudes. If you look at a Mk 3 coach you will see that the ends, including the doors, are chamfered. To match the gauging profile of a 23 m long Mk 3, a 26m long vehicle may require a tapering profile over the last 2m at each end. This narrowing could require the removal of some seating to retain an adequate gangway width in the end saloon area..

Overall, the Study concludes that as a result of the bogie spacing requirement, a 26m double-deck vehicle would provide only 8 more seats than the 23m equivalent.

20 m optimum

Even 23 m long vehicles could be a challenge on some of the suburban routes south of the Thames , where the infrastructure has ‘historically' been optimised for 20m long vehicles. The effect of moving the bogie centres outward to improve lower deck seating capacity, would require what the study terms a ‘wholesale reconfiguration' of the railway particularly on the tighter curves.

This is particularly true at stations on curves. The report warns that the ‘wholesale re-alignment and re-construction' of Clapham Junction would be required to accommodate useful 23m long double-deck vehicles.

That said, on certain southern routes, longer vehicles could be deployed. The study considers London – Brighton the most likely while the South Eastern routes are the more restrictive.

 

Table 1 Dimensions of UK passenger stock

 

Height

Width

Bogie

Length (m)

 

kinematic (mm)

Static (mm)

static (mm)

kinematic (mm)

centres (m)

 

GB C1

 

3774

2745

2945

14.17

20.25

GB C3

 

3774

2820

3020

16

20

GB C3

 

3774

2740

2940

16

23

‘New 20m Vehicle'

4015

3965

2800

3020

14.17

20.25

‘New 23m Vehicle'

4015

3965

2800

3020

16

23

 

DD new 20 m

 

 

 

 

 

 

UIC GB

4350

4320

2800

3020

14.17

20.25

 

DD New 23 m vehicle

 

 

 

 

 

 

UIC GB

4350

4320

2740

2960

16

23

 

Headroom

In addition to evaluating the application of double-deck vehicles on medium distance corridors subject to high growth, the study was also asked to consider the passenger acceptability of double-deck rolling stock. This meant determining a minimum acceptable ceiling height.

Two typical European vehicles gave saloon heights between 1930mm and 2000mm. A minimum value of 1920mm (6ft 5in) was chosen for the notional UK double-deck vehicle. This is similar to London Underground Tube stock but taller than the top deck of a double-deck bus.

While 6ft 5in might seem generous, one objective of the study was to ‘improve the passenger environment'

This includes accommodating a population that has been growing taller (as well as wider).

Once the saloon height was set, the height of the double-deck vehicle could be determined. This came to 4320mm which would require gauge enhancement to UIC GB clearance as a minimum. A UIC GC gauge vehicle was also evaluated, with a vehicle height of 4650mm and a cabin height of 2030mm, but not taken further.

Table 2 shows the study's comparisons between the notional 20m and 23m double-deck vehicles with existing rolling stock. It has to be said that the gains on existing high density stock seem low – particularly the 14.4% achieved with 20 m long vehicles. Note, too, that the largest gains are in the ‘low density' vehicles where a simpler solution to meeting additional demand would be to change to a high density configuration.

Chums with hands-on experience of double-deck design reckon that the Network Rail study erred in working back from Continental European vehicles rather than developing a design to meet UK operating conditions from first principles. And, of course, several designers have done just this

 

Table 2

Comparison of seating capacity

Current UK Vehicle

Seats

Proposed Double-deck Vehicle

Seats

% increase

23m class 165 DMU with high density (3+2) seating

106

23m High Density (2+2) in Upper and Lower saloons

116

9.4

23m Mark 3 HST Trailer with (2+2) seating (Great Western

84

23m Low density (2+2) in Upper and (2+1) in Lower Saloon

102

21.4

20m class 465 EMU High Density (3+2) seating

90

20m High Density (3+2) in Upper and (2+2) in Lower

103

14.4

20m Class 375 EMU Low Density (2+2) seating

66

20m Low Density (2+2) in Upper and Lower Saloons

81

22.7

 

Note: The 2+1 lower saloon high density would achieve a 2% increase

 

Source: Network Rail

 

Gauge

So much for the capacity of the vehicles. The study then analysed the costs of gauge enhancements to accommodate double-deck trains on three routes (Table 4). The report points out that the cost of disruption during this work would add around 30% to the contract price.

Overall, the report concludes that the Double-deck option could be implemented but would be costly for the claimed relatively small gains in seating capacity. There would also be considerable disruption to the route and services during the gauge enhancement work.

While the works required are described as ‘relatively straightforward in an engineering sense', each route contains one or two significant challenges. More work would be needed to confirm that the proposed solution was achievable.

Table 3 shows how the study broke down typical items of gauge enhancement work into five cost categories/ Table 5 gives a cost breakdown for introducing double-deck trains on the Brighton line.

 

Table 3

Sample engineering works

Five levels of generic work were developed and costs established. The type cost and scope descriptions are outlined below:

Type A - £0.5-1.0 million per item

Raise non-station footbridge

Existing arch replaced by metallic footbridge

Raise overhead bracing on truss underbridge

 

Type B - £1-2 million per item

Reconstruction of 2-track arch in rural area road raised by up to 300mm

Raising of bridge superstructure by 400mm in rural areas

Raise 2 track station footbridge

 

Type C - £2-4 million per item

 

Reconstruction of 2 track arch in urban area – road raised by up to 300mm

Reconstruction of 2 track arch in rural area – road raised by up to 750mm

Raising of bridge superstructure by up to 400mm in urban area

Raising of bridge superstructure by between 750mm and 1100mm in rural area

Raising 4 track station footbridge

Type D - £4-6 million per item

Reconstruction of 2 track arch in urban area – road raised by up to 750mm

Raising of bridge superstructure by up to 750mm in urban area

Raising multi-track station footbridge

Raising of Intersection bridge by up to 300mm

 

Type E - £6-10 million per item

Reconstruction of roadway and station building

Raising of bridge superstructure by between 750mm and 1100mm in urban area

Raising of Intersection bridge by between 300mm and 750mm

 

 

Table 4

London-Victoria to Brighton – infrastructure costs for UIC GB gauge double-deck trains

 

Works type A-E

Type

Rate £m

Volume

GBTotal £m

A

0.5-1.0

7

35

B

1.0-2.0

12

24

C

2.0-3.0

23

46

D

4.0-6.0

5

20

E

6.0-10.0

4

24

 

 

Total (Range) £m

105 - 170

 

Individual Items

Location

Activity

£m

Victoria Station

Track lowering by 300mm

30-45

East Croydon Station

Track lowering by 250mm

35-45

Total

65-90

 

Individual Items (Tunnels)

Location

Activity

Length m

Quarry Tunnel

1m 353 yd

1933

Redhill Tunnel

649yd

593

Merstham Tunnel

1m 71yd

1675

Balcombe Tunnel

1141 yd

1044

Haywards Heath Tunnel

249yd

227

Clayton Tunnel

1m 499yd

2067

Patcham Tunnel

492 yd

450

Total Aggregate length 7989m

Rate £20-35m /km*

£160-280

 

Supporting Items

Item

Activity

£m

Depot Provision

Modification to accommodate DD stock

80-120

Station Modifications

Platform work to enable DD operation

20-50

Other infrastructure works

Supporting work for gauge clearance, junction modifications, etc.

40-90

Total

140-260

 

Finally, Table 6 pulls together the gauge enhancement costs for London-Brighton plus two other potential routes.

 

Table 5

Summary of infrastructure work activity and comparison costs for the introduction of Double-deck vehicles

All GB gauge

£ m

London Victoria / London Bridge to Brighton

460-800

Liverpool St – Colchester and Ipswich

400-785

Waterloo to Southampton

310-950

London Paddington to Reading and Oxford

430-1040

Source: Network Rail

 

Longer

In addition to double-deck vehicles the study also investigated the costs of extending train formations to 16 cars. While an extra four cars gives 33% more seats over the current 12 car, the study poses the question ‘would the extra seating be used or would individual behaviour of passengers still leave crush loading in the first four cars, or on the return loading at the exits of the country stations'?

According to the Study additional measures would be required to evenly distribute the loadings throughout the trains. Such management of passenger distribution would be needed to achieve reasonable dwell times.

Longer single deck trains are certainly more practical. For example the vehicles can be deployed on other routes across the network in times of perturbation or planned diversions. Such flexibility would also makes the vehicles more attractive to the rolling stock companies and cheaper to buy.

But, nothing is for nothing and the report notes that infrastructure modifications to accommodate 16 car trains in stations, depots and sidings would be costly. Infrastructure changes to accommodate 16 car trains on the London Victoria / London Bridge to Brighton route are estimated at £540-995million and for Liverpool St to Colchester and Ipswich at £500-920 million. Note that these are more than the cost of gauge enhancement for double deck trains.

 

Table 6

Comparison of train capacities double deck vs longer trains

20m

Single Deck

LD

Double

Deck

LD

% Increase

DD over SD

LD

Single Deck

HD

Double

Deck

HD

% Increase DD over SD

HD

4 – Car

260

280

(1*4)

8

270

324

(1*4)

20

12 – Car

720

812

(2*6)

13

810

1028

(2*6)

27

16 – Car

960

1136

(2*8)

18

1080

1440

(2*8)

33

LD – Low density

HD High Density

SD – Single Deck

DD – Double deck

 

Sources Network Rail

 

Which brings us to the final Table, comparing the capacity gains of double-deck and longer trains, all with 20m long vehicles. This suggests that a 12 car high density double-deck train has a similar seating capacity to a 16 car single deck unit.

But far from resolving the issue, I suspect that the Network Rail study will generate lively responses from the specialist vehicle designers. One such, with designs in service, reckons that Network Rail's four car high density double-deck is a bit short in the seating department at 324. He reckons 472 would be more like it.

 

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