aerialropeways[1]
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Aerial Ropeways,Funicular Railways,
and Other Hill-Climbing Modes
May 25, 2004
Todays Topics
Description and uses
Capacity
Example applications
Case study: OHSU Aerial Tram
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Specialized Modes
Overcome steep grades that more traditionalmodes cant handle
Cross rivers, canyons where passenger demanddoesnt warrant a bridge
Provide access over/into environmentally sensitiveareas
Provide a mechanical assist to a walking trip
Aerial Ropeways
Generic term for a family of modes in which thepassenger carrier is suspended from a wire rope(cable)
Aerial tramways
Aerial lifts (gondolas, funitels, ski lifts)
Detachable-grip
Fixed-grip
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Carraige
DetachableGrip
Hanger
Cabin
Gondola
Aerial Tramways
Typically, two larger (20-180 person) cabinsshuttle back and forth between two stations
Double-decked cabins at upper limit (Switzerland)
Revolving cabins (Palm Springs, Table Mountain)
Can have single cabin (Niagara Falls, Royal Gorge)
Intermediate station possible in theory if exactly
halfway
So cabins dont have to stop twice en route
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Aerial Tramway Uses
Urban transport (1)
Roosevelt Island, NYC
Scenic views (12)
Mountain tops
Gorge crossings
Ski area transport (11)
1,100 14,600 ft long
Up to 5,800 ft climb
All data 2002, US & Canada
Gondolas
Multiple small carriers (4-15 persons) circulatealong a line
Gondola technically refers to the carrier, butcommonly used to refer to the entire lift
Gondola can be designed to detach from line atstations
Multiple stations possible
Break line into separate powered sections
Cabins are shuttled between sections within the stations
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Gondola Uses
Urban transport (1)
Telluride
Scenic views (2)
Wallowa Lake
Ski area access fromremote parking areas (7)
Ski area transport (22)
Up to 16,400 ft long Up to 3,900 ft climb
Other Types of Lifts
Fixed-grip aerial lifts (pulse gondolas)
Carriers do not detach at stations
Entire line brought to stop or creep speed when carrierenters a station
Carriers generally attached in groups, to minimize thenumber of times line is stopped/slowed
Chair lifts
Funitels
Suspended from two cables for better stability in wind
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Aerial Ropeway Characteristics
Can accommodate changes in grade betweenstations
Straight horizontal alignments typical
Gondolas & chair lifts can bend horizontally, but much moremechanically complex + maintenance-intensive
If bend in line is needed, a station is typically used
Passengers transfer between tramway cabins
Gondola carriers are shuttled between line segments
Aerial Ropeway Characteristics
Maximum speeds
Aerial tramways: up to 12 m/s
Will be slower entering/leaving stations, and potentially whilepassing over towers
OHSU tram: 10.6 m/s, 7.6 m/s over towers
Gondolas: up to 6 m/s
Creep speed in stations: 0.25 m/s
Acceleration/deceleration takes place in transition betweenstation and line
Typically takes about a minute for a carrier to circulate througha station
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Aerial Ropeway Characteristics
Wind issues
Depending on system design features, aerial tramways andgondolas can operate in winds up to 50 mph
Line speed reduced at higher wind speeds to reduce sway
Passenger comfort issue
Damage issueswaying into towers, station platforms
For safety, designed to handle higher wind speeds
Manufacturers claim funitels can operate in winds up to 60mph
Reversible Ropeway Person Capacity
Applies to aerial tramways, funiculars
Capacity factors
Line length & speed
Acceleration/deceleration rates
Cabin capacity
Station dwell time
Number of intermediate stations, and position (evenlyspaced or not)
Passenger arrival characteristics (PHF)
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0
500
1,000
1,500
2,000
2,500
3,000
3,500
4,000
0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000 11,000 12,000
Line Length (ft)
PersonC
apacity
(p/h/dir)
20 p/veh
40 p/veh
60 p/veh
80 p/veh
100 p/veh
120 p/veh
140 p/veh
160 p/veh
Reversible Ropeway Person Capacity
OHSU tram (as studied)
Continuously Circulating Ropeway Capacity
Applies to gondolas, chair lifts, cable-hauled peoplemovers
Capacity factors
Headway between carriers
Size of carriers
Passenger arrival characteristics (PHF)
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Continuously Circulating Ropeway Capacity
0
500
1,000
1,500
2,000
2,500
3,000
3,500
10 20 30 40 50 60 70 80 90 100 110 120
Carrier Headway (s)
PersonC
apacity
(p/dir/h)
4 p/veh
6 p/veh
8 p/veh
10 p/veh
12 p/veh
16 p/veh
Elevators
Provide ped mobility up and down cliffs
Oregon City
Residential area to downtown
Salzburg, Austria*
Old town to park/castle
Riomaggiore, Italy* Train station to upper town
*fare charged
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Inclined Elevators
Same technology as elevators, but slanted
San Diego convention center
Ped connectivity over building
Ketchikan, Alaska
Hotel access from downtown
Soquel, California
Hillside restaurant access
Inclined Planes (Funicular Railways)
Among the oldest urban mechanized modes
Monongahela Incline, Pittsburgh (1870)
Salzburg, Austria (1504): required 9 men to operate
Pittsburgh once had 15, Cincinnati 5, LA 3
Mostly replaced as technology improvements allowed othermodes to climb steep hills
Still commonly used in Europe
Valparaiso, Chile still has 15
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Inclined Planes (Funicular Railways)
Inclined Planes (Funicular Railways)
Applications
Access from hilltop residences to business district
Pittsburgh, Johnstown, Dubuque, Los Angeles
Shuttle railroad cars over grades too steep for normalrailroads
Allegheny Portage Railroad, Pennsylvania
Diablo, Washington (dam accessstill in summer use for
tourists)
Streetcar lifts
Cincinnati
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Inclined Planes (Funicular Railways)
Applications
Vehicle lift, flood evacuation
Johnstown (still in use)
Canal boat lift
France (still in use)
Golf cart lift
Los Angeles area (installed 1979)
Industrial site access, ski resorts
Tourist attraction
Chattanooga, Altoona, Royal Gorge
Funicular Characteristics
Ideal alignment is a straight line
Minimizes wear-and-tear on rope
Can accommodate horizontaland vertical curves
Various passing options
Double tracks
Single track with passing siding
Line lengths from
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Funicular Loading
Slanted car, loading from stairs
Panoramic view from car
Multiple doors minimize loading time
Poor wheelchair access
Wheelchair lift
Landing w/ramp or elevator
Stairs a potential safety issue
Funicular Loading
Slanted car, end loading
Longest loading time
Poor wheelchair access
Wheelchair lift
Internal stairs a potentialsafety issue
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Funicular Loading
Slanted car, side loadingfrom terraces
Easy wheelchair (or golf cart)access
Intermediate loading time
Larger area required foraccess ramps
Funicular Loading
Level car, level loading
Easiest access
Fast loading
Vehicle supported by atruss underneath to keepit level
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Funicular Capacity
Same factors as aerial tramway
More common to have intermediate stations
Typically ranges fromfew 100 to few 1,000p/h/dir
Istanbul metro stationfunicular planned to
serve 10,000 p/h/dir
Cog Railways
Provide higher-capacity rail access to mountainlocations too difficult to serve with normal rail
Cogwheel on trainengages centraltoothed rail
Mt. Washington, NH
(1868)
Max. 48% grade inSwitzerland
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OHSUAerial Tram
PortlandAerialTransportation,In
c.
Why a Tram?
OHSU running out of space to expand onMarquam Hill
Limited road capacity to Marquam Hill
Land becoming available along river 500 verticalfeet below
How to connect two separate campuses?
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OHSU Transportation Needs
A direct, rapid, convenient, dependable,predictable means for researchers, students andeducators, and medical personnel to circulatebetween the two parts of campus to sustain themedical-research synergy
OHSU estimated the need to serve 750 peak hourdirectional trips
Initial OHSU Studies
1998, Jewett Engineering, Ltd.
Described modal alternatives and planning-level costs
2001, Transport Systems, Inc.
Compared and evaluated modal alternatives, providedplanning-level costs
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City Peer Review
December 2001: Portland Bureau of Planning andPortland Office of Transportation commissioned apeer review of the OHSU studies
Organized by Kittelson & Associates, Inc.
Engineers, architect/planner, ropeway expert, transit &modeling expert
Evaluate OHSU studies for reasonableness, reliability
Suggest areas for further investigation
Panel generally agreed with conclusions, based on OHSUperspective; but offered thoughts on broader objectives thatthe City might also consider
Campus Location Alternatives
North Macadam area
Area between PSU and I-405
Area immediately south of I-405, centered onArthur Street
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Modal Alternatives
Shuttle bus
Aerial tram
Gondola
Funicular
Automated people mover
Various combinations of the above
Shuttle Bus
Shuttle bus undesirable to OHSU
Travel times longer than desired due to indirect routingsimposed by topography and street network
Traffic congestion produces unpredictable travel times
Could serve a distribution function in addition to apoint-to-point transportation function
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Aerial Tramway
Fastest travel time between terminals
No horizontal deviations in route possible
No intermediate stations possible
Minimum number of towers (2)
Cabin 65 or more feet above Gibbs Street
Attendant in each cabin
Headway can vary during day
Gondola
Fastest overall travel time (wait + in-vehicle)
Horizontal deviations in route possible, butmechanically complex
Intermediate station at Barbur possible
Greater number of towers (7)
Cabin elevation lowercloser to buildings alongGibbs Street
No attendent in carriers
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Funicular
Intermediate stations at Barbur & Corbett possible
Large number of guideway supports(roughly three dozen)
Cabin elevation lowbelow building roofs
Noisier
Automatic seat leveling system required because ofgrade differences
Lower OHSU terminal required (68 feet lower)
People Mover
Not possible for entire line (too steep betweenBarbur & OHSU)
Funicular + people mover combination looked at
People mover quieter through neighborhood
Transfer required at Barbur
Similar advantages & disadvantages to funicular otherwise
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Aerial Tramway + Funicular
Aerial tramway between OHSU and NorthMacadam, funicular between OHSU and Barbur
Improved transit access to OHSU via Barbur
Change of level required at OHSU for funicular passengers(to transfer, or to get to other buildings)
Added cost
Indirect route from Barbur to North Macadam
OHSU Recommendation
Aerial tramway
Fast travel time (under three minutes in-vehicle time)
Least number of employees
Lowest maintenance cost
Lowest capital cost of aerial options
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Neighborhood
Perspective
NoTramtoOHSU
Neighborhood Objections
Loss of privacy
People can look into your backyard
Safety issues
Earthquake risk
Helicopter path to OHSU
View impacts
Lowered property values
Incompatable with historic district
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Subsequent History
July 2001: City council passes resolution directingthe Planning Bureau to consider the aerial tram aspart of the Marquam Hill Plan
September 2001: LUBA rejects No Tram to OHSUappeal of the city council resolution
Technicality: resolution wasnt a final land-use decisionsubject to LUBA jurisdiction
LUBA didnt rule on underlying issues (incompatability with
comprehensive plan policies, land use impacts)
Subsequent History
2002-2003: Tram design competition
City wanted something more than a functional, but notparticularly aesthetic, ski resort lift
Angelil/Graham/ Pfenninger/Scholl Architecture wins thecompetition
2003-2004: Design refinements
Originally proposed wood structures had too much deflectionto meet design needs, were growing to Paul Bunyanproportions
Steel now being used instead
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Subsequent History
Current cost estimate: $22 million to construct
Costs have ranged from $1028 million at various pointsfrom concept to present
Scheduled start of construction: 2005
Opening: 2006