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