1. Modern Coking Coal Technology
Peter Long, Executive General Manager - Asia
13 February 2012
2. SEDGMAN
Recognised for leading
innovative solutions for the
resource industry
1. COMPANY OVERVIEW
2. LOCATIONS AND PERSONNEL
3. ADVANCED TECHNOLOGY FOR COKING COALS
4. PROCESS DESIGN
5. UGH DESIGN FOR CHPP
6. DESIGNING FOR EXTREME WEATHER VARIANCES
7. OVERCOMING OPERATIONAL CHALLENGES IN REMOTE
LOCATIONS
8. UHG CHPP CONSTRUCTION
13 February 20122
AGENDA
3. • Global leader in the design, construction and
operation of coal handling and processing
plants (CHPPs)
• Established in 1979 in Australia
• Publicly listed, ASX 300 company
• Focused on technology leadership and
reputation built on delivering simple, certain
quality
• Over 1,000 employees worldwide
• Conceptual Design through to Operations
• Contract experience from EPCM to full EPC risk
• Currently undertaking coal projects in four
continents – Asia, Australia, Africa and
South America
• Delivered over $1.7 billion of CHPPs in the past
6 years
• Processing capacity of more than 30 Mt/a of
coal
13 February 20123
1. COMPANY OVERVIEW
4. 13 February 20124
2. LOCATIONS AND PERSONNEL
Currently Executing 15 projects and 12 operations contracts world wide
South America 80 Staff
Office Santiago
Projects Bocamina CHP
South Africa 79 staff
Offices Johannesburg
Projects Atcom (Sth Africa), Benga, Zambeze (Mozambique),
Boseto (Botswana)
Mongolia / China 95 staff
Offices Ulaanbaatar Beijing, Shanghai
Projects UHG Stage 1, UHG Stage 2, UHG Stage 3, Phu Kam
Operations UHG Management
Australia 805 Staff
Offices Brisbane (head office), Townsville, Mackay & Perth
Projects Bengalla Upgrade, Caval Ridge, Lake Vermont 2, Maules Creek, Middlemount Upgrade,
Narrabri, Red Mountain Upgrade, South Walker Creek
Operations Agnew, Blair Athol, Cannington, Coppabella, Ernest Henry, McArthur River, Moorvale,
Middlemount, Mt Isa, Red Mountain, Sonoma
5. Coking coal is a high value product
Currently > US$300/t
Expected long term > US$150/t
Maximum recovery is major driver for project return
Design Elements for Maximising Recovery
Analysis of resource
- Best practice techniques for bore core analysis
and interpretation
- Simulations for accurate prediction of yield for
plant
design purposes
- Coking coals can be very different
Selection of most appropriate plant circuit and
equipment for the range of coal seams to be treated
- Computer models of alternative circuits using
models based on a large in-house database of
actual operating plant data
Detailed Coal Handling and Plant design using 3D
CAD to optimise layout for operating and
maintenance
13 February 20125
3. ADVANCED DESIGN FOR COKING COALS
7. • Dense Medium Cyclones for coarse coal
with circuits designed for optimum
efficiency
High medium : coal ratios to maximise efficiency
Large diameter cyclones with high spigot capacity
for low yielding feed types
• High rank coking coals have a high
percentage of recoverable coal in the fine
circuits
Fine circuit selection critical for maximum recovery
Latest Reflux Classifier technology for fine coal to
balance operation of coarse and fine circuits
Latest pneumatic / column flotation for ultrafines
• Hard coking coal is intrinsically fine, so high
product moisture is inevitable if high
recovery of fine coal
Free moisture can be a problem, especially in
Mongolia
- Poor handleability for subsequent transport
- Can freeze in winter
Use of proven, large scale centrifuge technology
for all plant streams to minimise final product
moisture
13 February 20127
4. PROCESS TECHNOLOGY
8. CPP Module design feed rate 900 t/h (as);
Coking coal products 8.5% to 9.0% ash,
<10%TM.
Phase 1 – 5 Mt/a one CPP module
60 t ROM Dump Hopper with Feeder Breaker
Roller Screen & Secondary Sizer station
1000 t Plant Feed Surge Bin
Radial Stacker for Coking Product
Radial Stacker for Thermal Product
Radial Stacker for Rejects and Tailings Dam
Phase 2 – 10 Mt/a two CPP modules
Additional 350 t ROM Hopper with Feeder
Breaker
Roller Screen, Secondary & Tertiary Sizer
station
Reject Bin & Tailings Dam
Phase 3 – 15 Mt/a three CPP modules
13 February 20128
5. UHG DESIGN FOR CHPP
10. Extreme temperatures -40 to +40o
C
Structural
Euro Code 3 provisions
Chinese low temp steel (D & C Grade) in
impact areas
Reduced design stress
Notch tough welds
CPP, bins & transfers contained in fully
insulated sheds
Significant heating system
2.6MW installed heating capacity for
Phase 1
Civil
Cast in heating
Building foundations below frost line
Climate controlled concrete pours
Winter crash drainage
13 February 201210
6. DESIGNING FOR EXTREME WEATHER VARIANCES
11. Electrical and Controls
Buried and heated cable racks
Double insulated cabinets
Enclosed MCC and HV systems
Instrument selection driven by temperature
variance
Winter setting which fundamentally changes
the trip and shutdown sequencing
Process
Assumes shed >0˚C
Flotation dewatering selection
Thickeners are covered, sheeted and heated
Pipes between buildings are insulated, heat
traced, have Δ50˚C rubber expansion joint
Automated plant shutdown and drain should
heating system fail
Tailings
Pipes insulated with 10mm rigid polyurethane
foam (cyano-polyester based) and protective
shell
Operate at above critical freezing velocity
Mechanically drained by diesel pump
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6. DESIGNING FOR EXTREME WEATHER VARIANCES
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7. OVERCOMING OPERATIONAL CHALLENGES IN REMOTE LOCATIONS
Issues to be considered
Logistics
Systems and procedures
Training requirements
Maintenance
13. Logistics
Spare holdings on site
Delivery time of materials
Vendors
Quality control
Systems and procedures
Developed well in advance
Remote links to monitor facility off site
Technical support
Training
Mongolian supervisors/key managers trained in
Australia
Sedgman managers and trainers
Ongoing development on site
Maintenance
Majority of activities performed by site personnel
Specialty maintenance tasks
- OEM’s
- Source from external providers
- Train on site resources and procure
appropriate tools/equipment
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7. OVERCOMING OPERATIONAL CHALLENGES IN REMOTE LOCATIONS
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7. OVERCOMING OPERATIONAL CHALLENGES IN REMOTE LOCATIONS
Construction in Winter