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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