Only Ferry Routes and Systems

advertisement

Patrick R. Vasicek, P.E.

Art Anderson Associates

POF System Sustainability is Everything

 Success of Mass Transit Systems is primarily driven by human factors – for POFs, ferry terminals are a major factor

 Economics of Mass Transit Systems in general and

Passenger Only Ferry Systems specifically must rival those for the automobile – currently this an Apples to Oranges

Comparison

 Flexible terminals can mitigate many human factors and improve the life cycle cost of the POF system.

POF System Life-Cycle Analysis Example

Baylink Ferry—San Francisco Bay Area

The Water-Linked TOD

Triple Bottom Line

 Human/Social Factors

Modal Pre-Disposition (competing mode factor)

Quality of Service (Level of Service Measure)

 Economic Factors

Overall system cost (normalized to = $/Passenger-Mile)

 System permanence (degree of system subsidy normalized to equal 100% - acceptable fare box recovery rate)

 Environmental Factors.

 System Sustainable Use Factor (Renewability %)

Level of Service (LOS) Concepts

 Fixed Route transit systems use a six level measurement system graded A – F

 LOS metrics should:

 Represent the passenger point of view

 Be easily quantifiable in terms of LOS

 Use measures already in use by other agencies

 Transit systems are optimally designed to meet LOS C or D

Baylink Ferry – SF Bay Area

LOS Calculations

LOS Category Score Weight

Modal Pre-Disposition C 8

Service Frequency

Hours of Service

Service Coverage

Passenger Load

D

D

C

C

On-Time Performance C

Indexed LOS <C

2

1

1

2

2

Weighted

Score Comments

24 Ferry faster than rush hour in car

4

2

3

Less than 40 minutes during rush hour

Daytime service

Good intermodal connectivity on both ends

Rarely exceeds 300 pax/boat 6

6

2.8125

Economic Factors

Overall System Operation Cost

Baylink Ferry System, San Francisco Bay Area

Capital Costs - Present Worth (PW) Annual Depreciation Costs (at 3%)

Year

Built First Cost

Service Life

Extension (SLE)

Cost

Service Life

Extension Date

SLE Added

(Years)

Initial Life

Cycle (Years)

Boats (300 Pax)

M/V Vallejo

M/V Mare Island

M/V Initintoli

M/V Solano

Vallejo Terminal

Ferry Maint Facility

San Fran Terminal (Shared)

Total Annual Capital Cost

1991

1997

1997

2004

1990

2007

2001

4,000,000

8,000,000

8,000,000

11,000,000

4,000,000

16,000,000

4,000,000

1,000,000

0

0

0

0

0

0

2001 10 20

20

20

20

30

30

30

PW - Annual

Remaining Life Straight line

Cycle (Years) Depreciation

11

14

10

7

7

27

21

195,716

587,413

587,413

656,729

240,815

582,788

86,985

2,937,859

Annual Operations & Maintenance Costs

Present

Annual Cost

6,800,000

1,750,000

Boats

Facilities

11,487,859 Total Annual Cost

Ridership Capacity (current schedule - one way trips)

Half-Capacity

Actual Ridership

Ridership Statistics

Per

Trip Routes/wk

Avg Miles per trip

Annual

Ridership

Capacity

300

150

177

177

177

27

27

27

2,761,200

1,380,600

650,000

Annual

Passengermiles

74,552,400

37,276,200

17,550,000

Cost per

Passenger-ride

System Cost/

Passenger-Mile

$4.16

$8.32

$17.67

$0.15

$0.31

$0.65

Economic Factors

Overall System Operation Cost

 Out-of-pocket cost to operate an automobile ~

$0.50/passenger-mile (single occupancy)

 Above cost does not include all infrastructure costs (only those funded with gas taxes)

 Total System Operating Cost for Baylink example

($0.65/passenger-mile) compares well with single occupancy automobile, especially if infrastructure costs are added

Water-Linked TOD Model

Hercules, California

Hercules Waterfront

Hercules Terminal

San Francisco Bay Area Prototype Terminal

WTA Ferry Terminal—Option 1

Prototype Terminal Layouts

POF Float Components

 Float

 Pier-to-Float Gangway

 Gangway Landing

Platform

 Float Ramps

 Loading Platform

 Transfer Gangway

Transfer Gangway Operation

Loading Platform and Transfer

Gangway in “Up” Stowed Position

Transfer Gangway Moved Laterally to Match up with Boat Door

Spacing

Transfer Gangway Operation

Loading Platform Lowered to

Match up with Boat Freeboard

Transfer Gangway Deployed –

Note: Goal is to Moor Boat &

Deploy Transfer Gangway in 30

Seconds

Vallejo Ferry Maintenance Facility –

Service Barge - Notch

South San Francisco – Prototype

Transfer Gangway – Geometric Analysis

South San Francisco – Prototype Transfer

Gangway – ADA Compliant Design

Trinidad & Tobago – NIDCO Water Taxi

Terminal Upgrades

Existing Pontoon System – San

Fernando

Existing Terminal _ San Fernando

NIDCO Water Taxi Terminal Upgrades – San

Fernando Terminal Fabrication Drawings

NIDCO Water Taxi Terminal Upgrades – San

Fernando Maintenance Area Fab Drawings

Conclusions

 ADA compliant, flexible POF terminals can be implemented using permanent, semi-permanent, fixed movable platforms or through the use of hydraulic/manually movable components

 Sustainability and long-term success of a POF system are interdependent and are both enhanced by the economic advantages and the improved human-factors related performance resulting from flexible terminal design

 Understanding and de-conflicting maintenance activities and Work Flow significantly improves life cycle costs and system sustainability

Download