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  • CCCC-FHDI Engineering Co., Ltd.

  • 1. Existing Berth 1 - 11 2. Problem3. General Layout4. Handling Technology5. Marine Structures

    Content

  • 1. Existing Berth 1 to 11

  • Existing Berth 1 to 11 Berth 1 to 5A(825m)Berth 6 to 7(365m)Berth 11(98m)Berth 8 to 9(375m)

  • The data of berths

    NO.

    Berth

    Berth length

    Arrangement

    Depth

    Purpose

    1

    1#5#

    5A#

    825m

    6137m or 5165m

    8.6

    10.0

    General Cargo and Molasses

    2

    6#,7#

    365m

    2182m

    10.7

    General Cargo and Edible Oil

    3

    8#,9#

    375m

    2187m

    10.7

    General Cargo and Edible Oil

    4

    11#

    98m

    8.7

    General Cargo and Cement

  • Section of present terminal

  • Problem of existing berthsWater depth is not enough for berthing large vesselIn order to raise the port throughput ,the above problem shall be consider by renew project.Water area is not enough for berthing large vesselHandling process need update

  • 2. Problem

  • 3. General Layout

  • Dimensions of design vessel Unit: m

    Description

    Length

    (m)

    Molded width

    (m)

    Full loaded

    Draft(m)

    Remark

    10,000 DWT general cargo ship

    146

    22.0

    8.70

    15,000 DWT general cargo ship

    157

    23.3

    9.60

    20,000 DWT general cargo ship

    166

    25.2

    10.10

    30,000 DWT general cargo ship

    192

    27.6

    11.10

    10,000 DWT bulk ship

    150

    20

    8.50

    15,000 DWT bulk ship

    157

    21

    9.30

    20,000 DWT bulk ship

    170

    23

    10.00

    30,000 DWT bulk ship

    190

    26

    10.80

  • The renewed old berths : Phase I : Berth 1 to 5A Phase II : Berth 6 to 7 Phase III: Berth 8 , 9 and 11 Two options of General Layout are consider for the renew project.

  • Option I of General Layout

  • (1) Phase I

    ItemDescriptionQuay line824mBerth 130,000 DWT GrainBerth 2-4Three 30,000 DWT General Cargo Berthing area56m,-12.0Turning basin563m362m, -12.60

  • (2) Phase II

    ItemDescriptionQuay line386mBerth 5,620,000 DWT General Cargo Berthing area50m,-11.2Turning basin563m362m, -11.70

  • (3)Phase III

    ItemDescriptionQuay line375m+202Berth 7,815,000 DWT General Cargo Berth 910,000 DWT bulk cement Berthing area46m(45m),-10.7(-9.8)Turning basin563m362m, -11.2 (-10.3)

  • 2Option II of General Layout

  • Option II of General Layout the Option I the Option II Berth 8 to 11Berth 8 to 11

  • (3)Phase III

    ItemDescriptionQuay line375m+202Berth 7,815,000 DWT General Cargo Berth 910,000 DWT bulk cement Berthing area46m(45m),-10.7(-9.8)Turning basin563m362m, -11.2 (-10.3)

  • 4. Handling Technology

  • Option of special-purpose grain of Berth 1 14.00

  • Handling Process of Bulk Cargo Bulk Cargo Vessel Rear storehouse: Bulk Cargo Vessel16t unloading Gantry crane with Belt Terminal FrontTrestle BeltRear BeltRear storehouse

  • Option of General Cargo terminal of Berth 2 to 8 14.00

  • Handling Process of General cargo General Cargo VesselStorage Area General Cargo Vessel 16t General crane Traction FlatbedHandling Equipment in Rear Storage Area Rear Storage Area

  • Main Handing Equipment and Machinery

    No

    Specification or capacity

    Unit

    Qty

    Remarks

    1

    Gantry crane with Beltgauge14/10m ,500t/h

    Set

    2

    Berth 1

    2

    16t-35m General crane ,gauge14/10m

    Set

    6

    Berth 2 to 4

    3

    25t-35m General crane ,gauge14/10m

    Set

    4

    Berth 5 to6

    4

    16t-33m General crane ,gauge14/10m

    Set

    4

    Berth 7 to8

    5

    Pneumatic transportation system

    Set

    1

    Berth 9

  • 5.Marine Structures

  • Geological Condition Completely Weathered (CW) Coral Reef Limestone Highly Weathered (HW) Coral Reef Limestone Moderately Weathered (MW) Coral Reef Limestone Residual Soil of Coral Reef Limestone Moderately Weathered (MW) Coral Reef Limestone Residual Soil of Coral Reef Limestone

  • Option 1 of multi-purpose terminal of Berth 1 - 8 (bent spacing 5.0m, gauge 14m )1100mmCast-in-situ Crane BeamTransverse beam

  • Option 2 of multi-purpose terminal of Berth 1 - 8 (bent spacing 7.0m, gauge 14m )1300mmCast-in-situ Crane BeamTransverse beam

  • **

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