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PLANNING, DESIGN, and REALIZATION OF AUTOMATED TERMINALS Ashebir Jacob P.E. Senior Port Engineer / Vice President 1
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PLANNING, DESIGN, and REALIZATION OF …aapa.files.cms-plus.com/SeminarPresentations/2015...PLANNING, DESIGN, and REALIZATION OF AUTOMATED TERMINALS Ashebir Jacob P.E. Senior Port

May 04, 2018

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Page 1: PLANNING, DESIGN, and REALIZATION OF …aapa.files.cms-plus.com/SeminarPresentations/2015...PLANNING, DESIGN, and REALIZATION OF AUTOMATED TERMINALS Ashebir Jacob P.E. Senior Port

PLANNING, DESIGN, and

REALIZATION OF AUTOMATED

TERMINALSAshebir Jacob P.E.

Senior Port Engineer / Vice President

1

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Moffatt & Nichol

• Founded in 1945 in Southern California to serve the U.S. Navy & the evolving port & maritime industries

• 600+ employees w/29 offices (North America, Europe, Latin America, Middle East, Pacific Rim)

• A recognized leader in marine terminal planning, analysis, design & goods movement economics

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Services for Development of Automated

Terminal Matrix

3

ServicesMoffatt & Nichol

TypicalSimulation Consultant

Typical Infrastructure

Consultant

Typical Equipment

VendorMaster Planning

Investment Advisory

Basis of Design

Simulation

Interface Plan

Equipment Specifications

IT, Application Specifications

Design (infrastructure)

Procurement Process:Equipment

IT, Application

Program Management (infrastructure)

Contract Management (equipment)

Emulation

Training

Go-Live Support

Optimization

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The Business Case

4

Environmentally sustainable (lowest energy consumption)

Efficient(delivering capacity, speed and reliability at lowest cost)

E3

Economical(meeting the business case)

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Planning and Layout – Tailoring to Fit the BC

• So, the planner is like a tailor

• He must try to fashion the terminal to fit the business case perfectly

• One size does not fit all!

5

CAPACITY

• Annual throughput

PRODUCTIVITY

• Vessel

• Gate

• Rail

COST

• Facilities

• Equipment

• Labor

• Energy

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Operations

Logistics

Infrastructure

Equipment

Traditional

Conventional “Bottom-Up” Planning

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Operations

Logistics

Infrastructure

Equipment

New

New “Top-Down” Planning

Page 8: PLANNING, DESIGN, and REALIZATION OF …aapa.files.cms-plus.com/SeminarPresentations/2015...PLANNING, DESIGN, and REALIZATION OF AUTOMATED TERMINALS Ashebir Jacob P.E. Senior Port

Program Integration

Team

Coordinate:

Operations–Infrastructure

Infrastructure

Wharf Buildings

Backlands Elect/Comm

Rail Gate

Project ManagerReporting

Cost Control Schedule Control

Operations

Terminal

Ops TOS IT Equip Maint

Systems & Process Integrator

Executive / Steering

Committee

Core team

Project Organization?

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Development Philosophy

• The infrastructure for an automated terminal is

fixed for its economic life

• An automated container terminal will be designed

to perform under high utilization

• It is critical to predict performance and operating

cost for the life of the infrastructure

• An early preparation of well-integrated, long-term

masterplan and development plan is required

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Path to Completion is Complex

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Wharf

Robotic Operation

Manned Main Trolley

Automated Secondary

Trolley

Automated Horizontal TransportAGV’s

Container Yard

Automated Container Stacking, Retrieval, ShufflingASC’s

Semi-Automated Delivery to

Outside Truck

Vessel Outside Truck

Quay Crane

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12

Wharf Design Issues

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Wharf Design Issue

• Quay design load will depend on crane:

• Gage

• Back reach

• Out reach

• Setback from face of the quay

• Type of operation (tandem, single, double trolley etc.)

• Wind and seismic load

• Crane wharf interaction

13

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Seismic Design Approach

• Performance-based design approach:

– Operating Level Earthquake (OLE)

– Contingency Level Earthquake (CLE)

– Code-Level Design Earthquake (DE)

• Performance goals:

– OLE performance = No damage

– CLE performance = Repairable damage

– DE performance = No collapse

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Berthing and Mooring Loads

• Berthing Load– Design Vessel 20,000 TEU +

– Ship Approach Velocity and Angle 0.26 ft/s , 5o

– Length Overall (LOA) 1,300 feet +

– Maximum Displacement 254,000 metric tons +

– Beam 194 feet

– Maximum Draft 50.8 feet

– Allowable Hull Pressure 4.13 ksf

• Mooring Load– 200 metric ton bollards

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Horizontal Transport Area

Robotic Operation

Manned Main Trolley

Automated Secondary

Trolley

Automated Horizontal TransportAGV’s

Container Yard

Automated Container Stacking, Retrieval, ShufflingASC’s

Semi-Automated Delivery to

Outside Truck

Vessel Outside Truck

Quay Crane

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Horizontal Transport

• Gathering and distributing

tasks to/from storage

– Move any box, from any

location to any location at any

time

• Must be rubber-tired

– AGV/L-AGV (diesel/ battery

operated)

– AShC/AStraddle (hybrid diesel)

17

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Typical AGV Traffic Layout

• It is important to understand the traffic pattern

• Operationally acceptable grades

• Requirements for systems such as transponders and magnets

• Appropriate position for all above ground structures

18

6 long travel lanes

Cross-traveland holding lanes

6 transfer lanes

LS QC rail

1 long travel lane

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WS Transfer Area

• Understand the operational requirements

• Interface with AGV system

• Interface with ASC control/ safety systems

• Load repetition

• Durability of pavement

• Different solutions for different modes of

operation

19

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Pavement Areas

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Berth 1 Berth 2 Berth 3

Berth 1 Favored

Area

Berth 2 Favored

Area

Berth 3 Favored

Area

Vehicle / Wheel Load Repetition

Favored Storage Location

21

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Vehicle / Wheel Load RepetitionContainer Location Distribution

0.0%

2.0%

4.0%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37

Block Index

Equal Storage

0.0%

1.0%

2.0%

3.0%

4.0%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37

Block Index

Proportional Storage

0.0%

1.0%

2.0%

3.0%

4.0%

5.0%

6.0%

7.0%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37

Block Index

60% to Favored Storage

Berth Location 8 - 20 Berth Location 21 - 31 Berth Location 32 - >37

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Vehicle / Wheel RepetitionResults – Equal Storage Case

• Max Reps at middle of blocks

• 1M reps ~ 55% of terminal throughput

0

200,000

400,000

600,000

800,000

1,000,000

1,200,000

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37

Block Index

Loaded Vehicle Repetition at Various Locations(Equal Storage Case)

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Vehicle / Wheel RepetitionProportional Storage Case

• Max Reps at middle of blocks

• 1M reps ~ 55% of terminal throughput

0

200,000

400,000

600,000

800,000

1,000,000

1,200,000

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37

Block Index

Loaded Vehicle Repetition at Various Locations(Proportional Storage Case)

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Vehicle / Wheel RepetitionFavored Storage Case

• Max Reps flattened and reduced

• 0.65M reps ~ 35% of terminal throughput

0

100,000

200,000

300,000

400,000

500,000

600,000

700,000

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37

Block Index

Loaded Vehicle Repetition at Various Locations(80% Favored Storage Case)

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Vehicle / Wheel Repetition

Summary of Result

Allocation Assumptions

Equal Storage

Proportional Storage

Favored Storage

Worst Case40% 50% 60% 70% 80%

Max Vehicle Repetition (Loaded) 998,746 1,005,520 973,410 891,698 809,986 728,275 646,563 1,005,520

Block Location When Max Repetition Takes Place 23 19 19 19 19 19 19 19Percentage of Throughput 54% 55% 53% 49% 44% 40% 35% 55%

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Other Pavement Performance Factors

• Performance after Earthquake

– PCC

• Significant damage expected during DE

• Catastrophic failure

• Will take months to repair

• Significant impact to operation to replace pavement

– AC or Paver Block on CTB

• Some damage during OLE

• Can be repaired rapidly

– Overlay AC on top

– Adjust paver blocks

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Other Pavement Performance Factors

• Transponder Installation for AGV

– App. 20 mm in diameter, 50 mm long (2 inches) glass body sealed

with foam cushioning

– Insert in holes 25 mm in diameter, 80 mm (3 inches) deep, sealed

with glue

– Leaving 0.5 inch gap between transponder and RCC pave for 3-

inch AC

• 3-inch AC if rutted, damage on Transponder?

3” AC

CTB or RCC

0.5”

2”

0.5”

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Other Pavement Performance Factors

• Rescue of Automated Equipment

– Typical rescue method

for AGV

• Reach stackers

• Permanent damage to pavement

– Alternative rescue method

• By terminal trucks with “gooseneck”

• Lighter wheel load

29

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Comparative Cost

• Life Cycle Cost Summary

78% 70% 76% 76% 100% 100% 97% 97%

$0.00

$20.00

$40.00

$60.00

$80.00

$100.00

$120.00

$140.00

SHC AGV SHC AGV SHC AGV SHC AGV SHC & AGV

Asphalt on CTB Asphalt on RCC Reinforced PCC Paver Block Reinforced PCC

Waterside Traffic Area Waterside Transfer

AreaLowest

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Automated Stacking Area

Robotic Operation

Manned Main Trolley

Automated Secondary

Trolley

Automated Horizontal TransportAGV’s

Container Yard

Automated Container Stacking, Retrieval, ShufflingASC’s

Semi-Automated Delivery to

Outside Truck

Vessel Outside Truck

Quay Crane

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Container yard

• End-loaded stacking/retrieval

cranes

• Side-loaded stacking/retrieval

with landside transfer cranes

32

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Why Low Tolerance?

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Why Low Tolerance?

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1.5‘

~ 4“

Why Low Tolerance?

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Well Consolidated Landfill

• Critical to minimize total and differential

settlements due to:

–Dynamic loads created by crane operation

– Stacked container storage

– Impact loads from container stacks

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Drainage

• Stacking area flat and drainable

• Drainage and storm water treatment

– Design slope that meets operational requirements

– Comply with local regulation in treating storm water

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Other Utilities

• Fresh water supply

• Sanitary sewer

• Light poles (do we need

any?)

• Antenna poles

• Camera poles

• Fencing

• X-ray inspection

(VACIS)

• Fire protection

• Security systems

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Power System

• Redundancy

• 100% fault tolerance

• Reliable

• Location and size of

substations, transformer

• Each crane in same stack

energized from two

independent sources

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Design Issues ASC Blocks

• RMG rails and beams

• Reefers

• Hazardous

• Grading and drainage

40

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Reefer Racks

• Clear understanding of

operational requirements

• Consider all safety

requirements

• Understand the access

control and interfaces with

crane system

• Comply with building

requirements

41

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ASC Runway

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Planning, Design & Implementation of Automated Terminals

Pre-fabricated Runway Beams

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ASC Runway

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Land Side Transfer Area

Robotic Operation

Manned Main Trolley

Automated Secondary

Trolley

Automated Horizontal TransportAGV’s

Container Yard

Automated Container Stacking, Retrieval, ShufflingASC’s

Semi-Automated Delivery to

Outside Truck

Vessel Outside Truck

Quay Crane

Page 46: PLANNING, DESIGN, and REALIZATION OF …aapa.files.cms-plus.com/SeminarPresentations/2015...PLANNING, DESIGN, and REALIZATION OF AUTOMATED TERMINALS Ashebir Jacob P.E. Senior Port

Landside Transfer Area

• Understand the

operational requirements

• Interface with gate

systems

• Interface with ASC

control/ safety systems

• Load repetition

• Durability of pavement

46

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Landside Transfer Area

• Truck maneuvering to

the transfer area

• Use island to locate

electrical substations

and communication

hub building

47

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Intermodal Rail Area

Robotic Operation

Manned Main Trolley

Automated Secondary

Trolley

Automated Horizontal TransportAGV’s

Container Yard

Automated Container Stacking, Retrieval, ShufflingASC’s

Semi-Automated Delivery to

Outside Truck

Vessel Outside Truck

Quay Crane

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IY Area

• On dock rail

• Designed for efficient rail loading operations

– Semi-automated remotely operated rail loading cranes

– Safety fence and gate locations and access control

– The right crane rail

49

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Planning, Design & Implementation of Automated Terminals

50

Rail operation

Rail Operation

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Buildings

• Gates

– Highly automated

– RFID for truck identification

– OCR

– TWIC reader for security

– Truck holding areas

• Administration/Operation/

IT

– House IT systems

– Remote operator’s room(s)

– Other operation

• Maintenance

— Provide sufficient storage for

spare parts

— Almost all electrical equipment

— Almost all maintenance is

performed at the equipment

site, not in the workshop

— Connected to IT systems

— Location depends on

— Mode of waterside transport

— Mode of fueling (battery/diesel)

• Battery Exchange Building

51

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Planning, Design & Implementation of Automated Terminals

52

Robotic battery changing station

Robotic Battery Changing Station

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Example of Operations Control Room

• Orientation

• Windows

• Light

• Noise

• Table space

53

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Integration Management

• An automated terminal is a highly integrated system

of components that must fit together perfectly

• The only standard is the container

54

THIS IS WHERE PROJECTS TYPICALLY

SUCCEED OR FAIL

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Thank You

55