REHABILITATION AND EXTENSION PROJECT FOR PORT OF LOBITO

Transcription

1 REHABILITATION AND EXTENSION PROJECT FOR PORT OF LOBITO

2 Advantages of Port Lobito (1) Predominant geological locations Facing the Atlantic, Port Lobito locates around 30km north to Beguela City, and it is the main seaport in the middle of Angola.

3 (2) Favorable onshore transportation system LOBITO LUANDA LOBITO NAMIBE

4 (3) Excellent natural conditions Well sheltered by a natural sand bar; Excellent water depth inside the bay; Well municipal supporting nearby; Fantastic beach for tourism. -20m

5 Development Target (1) A hinge of land/water transportation for middle south of Angola, even for the inland neighbors; (2) A big port with advanced infrastructure and modern handling equipments; (3) A center port of luxury cruise for middle south of Angola; (4) Port Lobito should be able to import the general cargo and containers, export the minerals, also transport the incoming crude oil and outgoing refined oil for the proposed refinery.

6 Plan of time implementation It is suggested that Port Lobito should be improved to a preliminary modern port in 3.5 years, which is arranged in three steps including rehabilitation works, extension works (phase I) and updating works. 1 st stage: to rehab the existing quays in one year; 2 nd stage: to make the overall plan of Lobito Port and fulfill the Extension Work (phase I) in 2 years; 3 rd stage: to update the existing quay area in one year. After 3 rd stage, other projects such as container terminal, mineral terminal, fishery harbor and industry terminal (oil, product oil and cement, etc.) in master plan will be carried out step by step.

7 No. Project The Rehabilitation Work of Existing Berths The Phase I Extension Work The Updating Work of Existing Berths First Year Second Year Third Year Fourth Year Duration Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 12 months 24 months 12 months

8 1 st Stage: Rehab the existing quay

9 Items of Rehabilitation (1) Install/replace the rubber fenders and bollards to improve the safety of docking and mooring;

10 (2) Rehab the damaged part of maritime structure crashed by ship recently, and repair/replace the deteriorated components of structure.

11 (3) Re-pave the apron and stacking yard;

12 2 nd Stage: Extension Work (phase I) for Port of Lobito

13 Master Plan for Port of Lobito

14 Situation of usage on shoreline resources of Lobito Bay There are about 11.7km natural shoreline inside the Lobito Bay, in which 7.8km long is suitable for building port.

15 Situation of usage on shoreline resources of Lobito Bay Oil terminal of refinary Sonangol Cement factory Sonamet

16 Situation of usage on shoreline resources of Lobito Bay Shoreline can be used: 2.3km in green And divided into four parts

17 Maximum Vessel Type 100,000 DWT Basing on the investigation data, the surface of rock layer is very v shallow at the entrance of Lobito Bay.. The geological conditions has been an obstacle to develop large berths more than 100,000 DWT.

18 Maximum Vessel Type 100,000 DWT For all kinds of terminals, 100,000 DWT berths can satisfy the requirement. Container terminal: 100,000 DWT Berths (the fifth generation) can meet the requirement of transportation of container. Mineral terminal: There is no ire ore minerals, 100,000 DWT berths can meet the requirement of exporting minerals. Oil terminal: Since the oil farm isn t t far away from Port of Lobito, 100,000 DWT oil terminal can meet the requirement of importing crude oil.

19 Vessel Type Selected Vessel Type Load Capacity (DWT) Short-Term Long-Term General Cargo Vessel 20,000~30,000 20,000~30,000 Bulk Cargo Vessel 50, ,000 Container Vessel 30,000 (The third generation) 70,000 (The fifth generation)

20 Throughput Forecast for Lobito Port Throughput forecast of container Unit: TEUs Year 2010 Growth Rate 2015 Growth Rate 2020 Container 130,000 15% 260,000 15% 520,000

21 Throughput Forecast for Lobito Port Throughput Forecast of Minerals Unit: tons Year 2010 Growth Rate 2015 Growth Rate 2020 Copper 500,000 15% 1,000,000 15% 2,000,000 Others 1,500,000 12% 2,600,000 12% 4,600,000 Total 2,000,000-3,600,000-6,600,000

22 Throughput Forecast for Lobito Throughput Forecast of General Cargo Unit: tons Year 2010 Growth Rate 2015 Growth Rate 2020 General Cargo 400,000 10% 600,000 10% 1,000,000

23 Throughput Forecast for Lobito Port Throughput forecast Year 2010 General Cargo (tons) Growth Rate 2015 Growth Rate ,000 10% 600,000 10% 1,000,000 Containers (TEUs) 130,000 15% 260,000 15% 520,000 Mineral except iron ore (tons) 2,000,000 15% for copper 12% for others 3,600,000 15% for copper 12% for others 6,600,000

24 Mineral Tourism Oil Cement Fishery Road Master Plan of Port Lobito Master Plan of Port Lobito Tourism Container Railway

25 Throughput Capacity of the Proposed Port The throughput capacity of Port Lobito for short-term and long-term is calculated as below: Description Short-term Long-term General Cargo (tons) Containers (TEUs) project Rehabilitation on the existing quays (In 2009) 414m long special container terminal (In 2010) Throughput capacity 400, ,000 project Rebuilding on the existing quays (In 2013) 360m long special container terminal (In 2020) Throughput capacity 1,000, ,000 Mineral except iron ore (tons) 310m long mineral terminal (In 2010) 3,650,000 Another mineral terminal (In 2020) 11,650,000 (Except iron ore)

26 Development of Container Terminal in the Port of Lobito Year Throughput Forecast 130,000 TEUs 260,000 TEUs 520,000 TEUs Construction Items A 414m long Container Terminal A 414m long Container Terminal Another 360m long Container Terminal Marine Structure For 70,000 DWT For 70,000 DWT For 70,000 DWT Water Depth For 30,000 DWT (-12.7m) Handling Equipment See Table 4-4 and 4-5 in Preliminary Design Report Design Throughput Capacity of the Port of Lobito Cost Estimate For 70,000 DWT (-14.7m) See Table 4-4 and 4-5 in Preliminary Design Report For 70,000 DWT 200,000 TEUs 300,000 TEUs About 700,000 TEUs million USD million USD

27 Development of Mineral Terminal in the Port of Lobito Year Throughput Forecast 2,000,000 tons 3,600,000 tons 6,600,000 tons Construction Items A 310m long Mineral Terminal A 310m long Mineral Terminal Another planned Mineral Terminal Marine Structure For 100,000 DWT For 100,000 DWT For 100,000 DWT Water Depth For 50,000 DWT For 100,000 DWT For 100,000 DWT (-14.1m) (-15.5m) Handling Equipment See Table 8-4 in Preliminary Design Report See Table 8-4 in Preliminary Design Report Design Throughput Capacity of the Port of Lobito 2,850,000 tons 3,650,000 tons About 11,650,000 tons Cost Estimate million USD million USD

28 Extension Work (phase I) for Port of Lobito

29 Extension Work (phase I) for the Port of Lobito It is proposed to build a 414m long container terminal and a 310 long mineral terminal for the extension works (phase I). Terminal Design Item Design Vessel Type Container Water area 30,000 DWT Container Vessel Marine structure 70,000 DWT Container Vessel Mineral Water area 50,000 DWT Bulk Cargo Vessel Marine structure 70,000DWT Bulk Cargo Vessel

30 Container Terminal

31 Work Scope Container Terminal (including a 414m container quay and a dry port about 3km away from the harbor) Special Railway Line connecting the container quay and dry port Bridge Communication and Vessel Traffic Service System

32 General Layout of Container Terminal Container Quay Bridge Special Railway Line Dry Port

33 Container Quay

34 Layout of Container Quay B A C B A C

35 Handling Technology

36 Annual Throughput: 200,000 TEUs in short-term term and 250,000 TEUs in long-term. Load and Unload Ship Load and Unload Train Load and Unload Cargos in Stacking Yard

37 Marine Structure (to be continued) classical suspended quay deck combination structure of suspended quay deck with front steel tubular sheet pile

38 Marine Structure (continued) combination structure of suspended quay deck with front steel tubular sheet pile classical suspended quay deck

39 classical suspended quay deck

40 Combination structure of suspended quay deck with front steel tubular sheet pile

41 Dry Port

42 Layout of Dry Port E D E D

44 Handling Equipment at Container Quay NO. Name Unit Quantity In short-term (In 2010) In long-term (In 2015) 1 Multi-purpose Portal Crane set 2-2 Container bridge crane set Rubber-tyred Gantry Cranes set Container reach stacker set Empty container handler set Container Tractor set Container Trailer set Rail-mounted Gantry Cranes set Weighbridge set 2 +2

45 Handling Equipment at Dry Port NO. Name Unit Quantity 1 Rubber-tyred Gantry Cranes set 2 2 Container reach stacker set 1 3 Empty container handler set 4 4 Container Tractor set 10 5 Container Trailer set 12 6 Rail-mounted Gantry Cranes set 2 7 Weighbridge set 2 8 Maintenance Equipment item 1 9 Other tools item 1

46 Schedule of Container Terminal (page 1/2)

47 Schedule of Container Terminal (page 2/2)

48 Special Railway Line

49 Special Railway Line Container Quay 5.5km long Dry Port

50 Bridge

51 Arrangement Plan of Bridge A Bridge Vertical B A B Bridge Plan Bridge Substructure Plan

52 Arrangement Plan of Bridge Section A-A Section B-B

53 Communication and Vessel Traffic Service System

54 Communication There are 6 systems for communication, namely: Digital Telephone Switch System; Inter-communication system Radio Telephone System Ship to Shore Communication System Marine VHF Telephone System IMMARSAT Satellite Communication

55 Communication The Diagram layout of digital telephone system

56 Communication General layout of radio telephone system

57 Communication General layout of ship to shore communication

58 Vessel Traffic Service System The VTS is very important for the modern port to improve the maritime safety and efficiency of navigation, safety of life at sea and the protection of the marine environment and/or the adjacent shore area. It is a practical solution for modern port traffic management. ent. The VTS system of the Port of Lobito should cover the harbor area and her nearby. One remote radar station, one local radar station, one VTS center and accessorial facilities need to be set up.

59 Vessel Traffic Service System REMOTE RADAR STATION LOCAL RADAR STATION VTS CENTER Location of VTS radar station

60 Vessel Traffic Service System Local Radar Station Remote Radar Station VTS Control Center General system layout of vessel traffic system

61 Mineral Terminal

62 General Layout of Mineral Terminal 650 m 1110 m Isobath of about -8m

63 Plan of Mineral Terminal B A B A C C

66 Annual Throughput: 3,650,000 tons Bagged Mineral Load Ship Bulk Mineral Unload Train for Bulk Cargo Bagged Mineral Storage Yard and warehouse Bulk Mineral Storage Yard Load and Unload Cargos on Storage Yard

67 Handling Equipment NO. Name Unit Quantity 1 Portal crane set 2 2 Ship loader set 1 3 Rubber-tyred mobile Crane set 2 4 Tractor set 4 5 Trailer set 10 6 Fork lift set 2 7 Fork lift set 4 8 Bulldozer set 2 9 Bucket Loader set 1 10 Rail-mounted Stacker and Reclaimer set 1 11 Belt Conveyer m Belt Conveyer m Screw Wagon Unloader set 3 14 Wagon Weighbridge set 1 15 Maintenance Equipment item 1 16 Other tools item 1

68 Marine Structure Plan of Mineral Cargo Quay Elevation of Mineral Cargo Quay

69 Marine Structure Plan of Mineral Cargo Quay Elevation of Mineral Cargo Quay

70 Cross Section of Mineral Terminal

71 Plan of Unit

72 Typical Section of Revetment (1)

73 Typical Section of Revetment (2)

74 Schedule of Mineral Terminal

75 3 rd : Updating of the Existing Quay

76 It is proposed to reconstruct the existing north and south quay based on the Master Plan after extension work is finished North quay and South quay will be rebuilt as multipurpose terminal of about 50,000 DWT. It is proposed that Parts of north quay be used for luxury cruises.

77 Question and Suggestion

78 Thank You