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

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Introduction Site study Site plan Concept Zoning Plans Elevations Sections Structural system Mechanical services Views

“SHIPPING ACCOUNTS FOR MESMERISING 90% OF WORLD TRADE AND GREATLY IMPACTS THE ECONONOMY OF THE COUNTRY”

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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

Views of Yokohama international port terminal, Japan

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

Views of Sydney overseas passenger terminal, Australia

Conclusion: • Spatial and accommodation organization • Response to the passenger movement process • Resolution of form Views of Sydney overseas passenger terminal, Australia

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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.

Fixed gangway

Fixed telescoping gangway

Cruise terminal building

Mobile adjustable gangway

Gangway system

Ground transportation area (GTA)

Function Flow diagrams Building levels -Single storey, Multi-storey

Spaces inside a Cruise Terminal – Embarkation

Spaces Inside a Cruise Terminal – Disembarkation

• Entry • Bag drop • X-ray luggage scanners • Security • Ticketing (Check-in) • Waiting area • Boarding corridor • Gangways

• Gangways • Boarding corridor • CIQP • Baggage lay down • Customs • Meet & greet

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

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

GTA

TERMINAL APRON

TERMINAL APRON

GROUND TRANSPORTATION AREA

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

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

GROUND FLOOR PLAN

FIRST FLOOR PLAN

SECOND FLOOR PLAN

THIRD FLOOR PLAN

ROOF PLAN

SECTIONS

ELEVATIONS

STRUCTURE

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