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

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

3. 1. Existing Berth 1 to 11

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

6. Section of present terminal

7. 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.

8. 2. Problem

9. 3. General Layout

11. 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.

12. Option I of General Layout

13. (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,

14. (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,

15. (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)

16. （2）Option II of General Layout

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

18. (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)

19. 4. Handling Technology

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

21. 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

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

23. 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

25. 5.Marine Structures

26. 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

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

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

29. Thank You!