CCCC-FHDI Engineering Co., Ltd. RENEW OF BERTH 1 TO 11, PORT SUDAN CCCC-FHDI Engineering Co., Ltd.

Content 1. Existing Berth 1 - 11 2. Problem 3. General Layout 4. Handling Technology 5. Marine Structures

1. Existing Berth 1 to 11

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

Section of present terminal

Problem of existing berths Water depth is not enough for berthing large vessel Water area is not enough for berthing large vessel Handling process need update In order to raise the port throughput ,the above problem shall be consider by renew project.

2. Problem

3. General Layout

Phase I : Berth 1 to 5A Phase II : Berth 6 to 7 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 Item Description Quay line 824m Berth 1 30,000 DWT Grain Three 30,000 DWT General Cargo Berthing area 56m,-12.0 Turning basin 563m×362m, -12.60

(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 Item 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)

（2）Option II of General Layout

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

(3)Phase III Item 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 Technology

Option of special-purpose grain of Berth 1 14.00 Option of special-purpose grain of Berth 1

Handling Process of Bulk Cargo Bulk Cargo Vessel→ Rear storehouse: Bulk Cargo Vessel→16t unloading Gantry crane with Belt →Terminal Front、Trestle Belt→Rear Belt→Rear storehouse

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

Handling Process of General cargo General Cargo Vessel←→Storage Area General Cargo Vessel←→ 16t General crane ←→Traction Flatbed←→Handling Equipment in Rear Storage Area ←→Rear Storage Area

5.Marine Structures

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

Transverse beam Cast-in-situ Crane Beam Φ1100mm Option 1 of multi-purpose terminal of Berth 1 - 8 (bent spacing 5.0m, gauge 14m )

Transverse beam Cast-in-situ Crane Beam Φ1300mm Option 2 of multi-purpose terminal of Berth 1 - 8 (bent spacing 7.0m, gauge 14m )

Thank You!