CCCC-FHDI Engineering Co., Ltd. CCCC-FHDI Engineering Co., Ltd.
CCCC-FHDI Engineering Co., Ltd.CCCC-FHDI Engineering Co., Ltd.
1. Existing Berth 1 - 11 1. Existing Berth 1 - 11 2. Problem2. Problem3. General Layout3. General Layout4. Handling Technology4. Handling Technology5. Marine Structures5. Marine Structures
ContentContent
1. Existing Berth 1 to 11 1. Existing Berth 1 to 11
Existing Berth 1 to 11 Existing Berth 1 to 11 Existing Berth 1 to 11 Existing Berth 1 to 11
Berth 1 to Berth 1 to 5A(825m)5A(825m)
Berth 6 to 7(365m)Berth 6 to 7(365m)
Berth 11(98m)Berth 11(98m)
Berth 8 to 9(375m)Berth 8 to 9(375m)
The data of berths
NO. Berth Berth length
Arrangement Depth Purpose
1 1#~5#
5A# 825m
6×137m or 5×165m
8.6 10.0
General Cargo and Molasses
2 6#,7# 365m 2×182m 10.7 General Cargo and Edible Oil
3 8#,9# 375m 2×187m 10.7 General Cargo and Edible Oil
4 11# 98m 8.7 General Cargo
and Cement
Section of present terminalSection of present terminalSection of present terminalSection of present terminal
Problem of existing berthsProblem of existing berths
Water depth is not enough for Water depth is not enough for berthing large vesselberthing large vessel
In order to raise the port throughput ,the above problem shall be consider by renew project.
Water area is not enough for Water area is not enough for berthing large vesselberthing large vessel
Handling process need updateHandling process need update
2. Problem2. Problem
3. 3. General LayoutGeneral 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 :The renewed old berths :
Phase I : Berth 1 to 5APhase I : Berth 1 to 5A
Phase II : Berth 6 to 7Phase II : Berth 6 to 7
Phase III: Berth 8 , 9 and 11Phase III: Berth 8 , 9 and 11
TTwo options of General Layout are consider wo options of General Layout are consider for the renew project.for the renew project.
Option I of General LayoutOption I of General Layout
(1) Phase I(1) Phase I Item Description
Quay line 824m
Berth 1 30,000 DWT Grain
Berth 2-4 Three 30,000 DWT General Cargo
Berthing area
56m,-12.0
Turning basin
563m×362m, -12.60
(2) Phase II (2) Phase II Item Description
Quay line 386m
Berth 5,6 20,000 DWT General Cargo
Berthing area
50m,-11.2
Turning basin
563m×362m, -11.70
(3)Phase III(3)Phase IIIItem Description
Quay line 375m+202
Berth 7,8 15,000 DWT General Cargo
Berth 9 10,000 DWT bulk cement
Berthing area
46m(45m),-10.7(-9.8)
Turning basin
563m×362m, -11.2 (-10.3)
(( 22 )) Option II of General LayoutOption II of General Layout
Option II of General LayoutOption II of General Layout the Option I the Option I the Option I the Option I
the Option II the Option II the Option II the Option II
Berth 8 to 11Berth 8 to 11
Berth 8 to 11Berth 8 to 11
(3)Phase III(3)Phase IIIItem Description
Quay line 375m+202
Berth 7,8 15,000 DWT General Cargo
Berth 9 10,000 DWT bulk cement
Berthing area
46m(45m),-10.7(-9.8)
Turning basin
563m×362m, -11.2 (-10.3)
4. Handling 4. Handling TechnologyTechnology
Option of special-purpose grain of Berth 1 Option of special-purpose grain of Berth 1 Option of special-purpose grain of Berth 1 Option of special-purpose grain of Berth 1
14.0014.0014.0014.00
Handling Process of Bulk Cargo Handling Process of Bulk Cargo
Bulk Cargo Vessel→ Rear storehouseBulk Cargo Vessel→ Rear storehouse::
Bulk Cargo Vessel→16t unloading Gantry crane with Bulk Cargo Vessel→16t unloading Gantry crane with
Belt →Terminal FrontBelt →Terminal Front 、、 Trestle Belt→Rear Belt→Rear Trestle Belt→Rear Belt→Rear storehousestorehouse
Option of General Cargo terminal of Berth 2 to 8 Option of General Cargo terminal of Berth 2 to 8 Option of General Cargo terminal of Berth 2 to 8 Option of General Cargo terminal of Berth 2 to 8
14.0014.0014.0014.00
Handling Process of General cargo Handling Process of General cargo
General Cargo Vessel←→Storage AreaGeneral Cargo Vessel←→Storage Area
General Cargo Vessel←→ General Cargo Vessel←→ 16t 16t GeneralGeneral crane crane ←→Traction Flatbed←→Handling Equipment in ←→Traction Flatbed←→Handling Equipment in Rear Storage Area ←→Rear Storage AreaRear Storage Area ←→Rear Storage Area
Main Handing Equipment and Machinery
No Specification or capacity Unit Qty Remarks
1 Gantry crane with Belt,gauge14/10m ,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 Structures5.Marine Structures
Geological Condition Geological Condition
Completely Weathered (CW) Coral Reef Limestone Completely Weathered (CW) Coral Reef Limestone Completely Weathered (CW) Coral Reef Limestone Completely Weathered (CW) Coral Reef Limestone
Highly Weathered (HW) Coral Reef LimestoneHighly Weathered (HW) Coral Reef Limestone Highly Weathered (HW) Coral Reef LimestoneHighly Weathered (HW) Coral Reef Limestone
Moderately Weathered (MW) Coral Moderately Weathered (MW) Coral Reef Limestone Reef Limestone
Moderately Weathered (MW) Coral Moderately Weathered (MW) Coral Reef Limestone Reef Limestone
Residual Soil of Coral Reef Limestone Residual Soil of Coral Reef Limestone Residual Soil of Coral Reef Limestone Residual Soil of Coral Reef Limestone
Moderately Weathered (MW) Coral Reef Moderately Weathered (MW) Coral Reef
Limestone Limestone
Moderately Weathered (MW) Coral Reef Moderately Weathered (MW) Coral Reef
Limestone Limestone
Residual Soil of Coral Reef LimestoneResidual Soil of Coral Reef Limestone Residual Soil of Coral Reef LimestoneResidual Soil of Coral Reef Limestone
Option 1 of multi-purpose terminal of Berth 1 - 8Option 1 of multi-purpose terminal of Berth 1 - 8
(bent spacing 5.0m, gauge 14m )(bent spacing 5.0m, gauge 14m )
Option 1 of multi-purpose terminal of Berth 1 - 8Option 1 of multi-purpose terminal of Berth 1 - 8
(bent spacing 5.0m, gauge 14m )(bent spacing 5.0m, gauge 14m )
Φ1100mmΦ1100mm
Cast-in-situ Cast-in-situ Crane BeamCrane Beam
Transverse beamTransverse beam
Option 2 of multi-purpose terminal of Berth 1 - 8 Option 2 of multi-purpose terminal of Berth 1 - 8
(bent spacing 7.0m, gauge 14m )(bent spacing 7.0m, gauge 14m )
Option 2 of multi-purpose terminal of Berth 1 - 8 Option 2 of multi-purpose terminal of Berth 1 - 8
(bent spacing 7.0m, gauge 14m )(bent spacing 7.0m, gauge 14m )
Φ1300mmΦ1300mm
Cast-in-situ Cast-in-situ Crane BeamCrane Beam
Transverse beamTransverse beam