rehabilitation and extension project for port of lobito - PMAESA

REHABILITATION AND EXTENSION
PROJECT FOR PORT OF LOBITO

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.

(2) Favorable onshore transportation system
LOBITO
LUANDA
LOBITO
NAMIBE

(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

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.

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.

No. Project
1
2
3
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

1 st Stage: Rehab the existing quay

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

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

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

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

Master Plan for Port of Lobito

Situation of usage on shoreline resources of Lobito Bay
1700
3100 3100
964 964
2000
There are about 11.7km natural shoreline inside the Lobito Bay, in
which 7.8km long is suitable for building port .

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

Situation of usage on shoreline resources of Lobito Bay
Shoreline can be used: 2.3km in green
And divided into four parts
570 570
1130 1130
1200 1200 400 400 800 800 700 700
552 552 414 414
1000 1000

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.

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.

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 50,000 100,000
Container Vessel
30,000 (The third generation) 70,000 (The fifth generation)

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

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

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

Throughput Forecast for Lobito Port
Throughput forecast
Year 2010
General Cargo
(tons)
Growth
Rate
2015
Growth
Rate
2020
400,000 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

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

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
200,000
project
Rebuilding on the
existing quays (In
2013)
360m long special
container terminal
(In 2020)
Throughput
capacity
1,000,000
700,000
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)

Development of Container Terminal in the Port of Lobito
Year 2010 2015 2020
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
660.36 million
USD
94.42 million USD

Development of Mineral Terminal in the Port of Lobito
Year 2010 2015 2020
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 483.9 million USD 71.75 million USD

Extension Work (phase I) for Port of Lobito

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

Container Terminal

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

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

Container Quay

Layout of Container Quay
B
A
C
B
A
C

Handling Technology

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

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

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

classical suspended quay deck

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

Dry Port

Layout of Dry Port
E
D
E
D

Handling Technology

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 1 +2
3 Rubber-tyred Gantry Cranes set 4 +4
4 Container reach stacker set 1 +1
5 Empty container handler set 2 +1
6 Container Tractor set 10 +5
7 Container Trailer set 12 +6
8 Rail-mounted Gantry Cranes set 2 +2
9 Weighbridge set 2 +2

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

Schedule of Container Terminal (page 1/2)

Schedule of Container Terminal (page 2/2)

Special Railway Line

Special Railway Line
Container
Quay
5.5km long
Dry Port

Bridge

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

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

Communication and Vessel Traffic Service System

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

Communication
The Diagram layout of digital telephone system

Communication
General layout of radio telephone system

Communication
General layout of ship to shore communication

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.

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

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

Mineral Terminal

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

Plan of Mineral Terminal
B
A
B
A
C
C

Handling Technology

Handling Technology

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

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 870
12 Belt Conveyer m 810
13 Screw Wagon Unloader set 3
14 Wagon Weighbridge set 1
15 Maintenance Equipment item 1
16 Other tools item 1

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

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

Cross Section of Mineral Terminal

Plan of Unit

Typical Section of Revetment (1)

Typical Section of Revetment (2)

Schedule of Mineral Terminal

3 rd : Updating of the Existing Quay

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.

Question and Suggestion

Thank You