Cruise cum costal container cargo terminal Vizag

CRUISE CUM COASTAL CONTAINER CARGO TERMINAL

B.ARCH THESIS

BY- HARI KILLADA, UNDER THE SUPERVISION OF Dr. DEVARSHI CHAURASIA

CONTENTS 1. Introduction 2. Site study 3. Site plan 4. Concept 5. Zoning 6. Plans 7. Elevations 8. Sections 9. Structural system 10. Mechanical services 11. Views “SHIPPING ACCOUNTS FOR MESMERISING 90% OF WORLD TRADE AND GREATLY IMPACTS THE ECONONOMY OF THE COUNTRY”

INTRODUCTION TO TYPOLOGY:ASSEMBLY BUILDINGS

A multi-purpose terminal that acts as a seasonal cruise terminal and container cargo terminal in the city of visakhapatnam, It has a unique building typology and at one point it acts as a gateway to the city.The idea of this design helps to bring socioeconomic benefits by using the maximum efficiency of the port area.

WHY THIS PROJECT?

As there is a great potential for cruise tourism in the city of visakhapatnam, a new proposal has been conceived to develop a cruise cum coastal container cargo terminal by utilizing and developing the unused existing berth located in the outer harbour under the financial assistance of ministry of tourism.

LIST OF CASE STUDIES

Live case studies:

• Mumbai international cruise terminal

• Mumbai domestic terminal

• Cochin cruise terminal

• Visakhapatnam container terminal

Secondary case studies:

• Yokohama international port terminal, Japan

• Sydney overseas passenger terminal, Australia

• Venice harbor passenger terminal, Italy

• Vancouver passenger terminal ,Canada

Theoretical framework:

• Voluminous architecture

• Movement patterns

Conclusion:

• Spatial and accommodation organization

• Response to the passenger movement process

• Resolution of form

Views of Yokohama international port terminal, Japan Views of Sydney overseas passenger terminal, Australia Views of Sydney overseas passenger terminal, Australia • Views of Vancouver passenger terminal ,Canada

About cruise terminal:

General operations of a cruise ship:

• waterside drivers • apron area • terminal building • ground transportation area • financial aspects • security

Waterside Design Drivers

Cruise ships are frequently classified by size, associated with a particular commercial cruise line and not a more general industry-wide characterization

Mooring systems (configuration, bollard types, load capacities)

Fender systems (configuration, fender types, load capacities)

Structural factors (pier elevation, clearance under keel, apron vertical load capacities)

Apron Area

stevedoring (line-handling, baggage movement, processing of wastes),provisioning ,emergencies

Provisioning door Luggage door Utility door

About cruise terminal:

Apron

Area – Gangways

Design considerations: width of the pier, gangway geometric design, minimum walkway clearance, disable persons, minimize obstructions to the apron service area, stability during storm events, fully covered, construction materials, etc.

Cruise terminal building Function

Flow diagrams

Building levels -Single storey, Multi-storey

Spaces inside a Cruise Terminal – Embarkation

• Entry • Bag drop

• X-ray luggage scanners

• Security

• Ticketing (Check-in)

• Waiting area

• Boarding corridor • Gangways

Spaces Inside a Cruise Terminal

– Disembarkation

• Gangways • Boarding corridor

• CIQP • Baggage lay down

• Customs • Meet & greet

Ground transportation area (GTA)

Coaches Park

Taxi ranks

Kiss and ride

Parking

When calculating the spaces required in the GTA area, the following issues should be considered:

Type of cruise vessel operations

Port-city distance

Transport systems available

Other factors – local, regional and environmental considerations

Fixed gangway Fixed telescoping gangway Mobile adjustable gangway Gangway system

LOCATION : Visakhapatnam

CONCEPTUAL FRAMEWORK

CONCEPTUAL FRAMEWORK

CRITICAL CONCERNS

CLIMATE DATA

SUN PATH

SITE PLAN

ZONING

TERMINAL BUILDING

The terminal building is of 7345sqm ground coverage Acts as cruise terminal for four months in present time and for the remaining time the container terminal works have been programed in the top mezzanine floor of the building

G T A

TERMINAL APRON

A 40m by 330 m long asphalt circulation area with a large movable gangway. The apron will be used as container cargo movement with two jib cranes along with the track

TERMINAL APRON

GROUND TRANSPORTATION AREA

The GTA would be used for vehicle circulation when the Terminal building is in use. And other vehicular circulation when the terminal is in use. When not used for parking, this space is envisioned to function as multipurpose space. It could accommodate markets, concerts or other outdoor events.

AREAS

Vessel Debark Rate per Hour 4000 pax / 3.75 hours debark = 1066 pax/hour = 10 Booths Average Passenger Processing rate (80% pax @ 30sec / pax) + (20% pax @ 150 sec/ pax average Total Minimum Debarkation Time Required 4000pax x 54sec / pax / 10booths = 6hours 2010 Itienary (43 calls) 41 calls : 2600 pax or less (11 calls : 1200pax or less ) 2 calls :up to 4080 pax