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Neptune Bulk Terminals Coal Terminal Capacity Upgrade. Presentation of Findings on Completion of Initial Audit Neptune Terminals, North Vancouver October 19, 2009. NBT – Coal Terminal Capacity Upgrade Introduction. Initial Study Phase focused on:
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Neptune Bulk Terminals Coal TerminalCapacity Upgrade Presentation of Findings on Completion of Initial AuditNeptune Terminals, North VancouverOctober 19, 2009
NBT – Coal Terminal Capacity Upgrade Introduction • Initial Study Phase focused on: • Capacity upgrade, bottlenecks & solutions – “the Beach” • Elements within NBT control and ability to influence • Staged approach and impact of early stages on later ones • Correlation between higher throughput and reliability / maintenance • Secondary focus on operational and maintenance improvements to existing operation • Excellent cooperation and input from ALL NBT personnelTHANK YOU !
Neptune Bulk Terminals – Coal Terminal Equipment condition FINDINGS: • All equipment is in fair condition • No emergency repairs or immediate remedial steps necessary • Improvements in design, operation and maintenance of equipment were observed and will be presented in interim report
Neptune Bulk Terminals – Coal Terminal Present Situation FINDINGS: • Maximum throughput in 1998 under ‘ideal’ conditions: approx. 7.4 mt/a • Current throughput (annualized): 4.7 - 5.2 mt/a • Very limited operational flexibility (mutually exclusive reclaim & stacking) • Very limited redundancy (reclaim and shiploading only) • Focus on corrective vs. preventive maintenance
NBT – Coal Terminal Capacity Upgrade Presentation of Initial Audit The presentation focuses on three parts of the coal terminal: • Part 1 - INPUTIncoming trains and rail car dumping • Part 2 - STACKING / RECLAIM / BLENDINGStockyard and materials handling • Part 3 – OUTPUTShiploading operations
Current Bottleneck Present situationIncoming Trains
Present situationInput : Trains Factors • Negotiation with CN / CP • Only one track for coal • Limited length of track / train • Limited storage capacity Facts • Average 2.3 trains per day • Average 118 cars per train • Dumping 5.5 - 8 h per train Possibilities • More trains with current number of cars • Longer trains but same number of incoming trains • Additional track / storage capacity
Present situationThroughput : Rail Car Dumper Facts • Dumping 1 car and indexing : appr. 2.5 min • No dumping before hopper is empty Possibilities • Shortening indexer sequences • Changing liner material • Optimizing hopper geometry • Modification of vibrators • Speed up conveyor C40
Additional rail car storage Installation Stage 1Option 1 New switch 2 New indexer New track 1 A New switch 1
Additional rail car storage Handling Stage 1Option 1 Backup Loco to split train section Train to new rail track 1A Split train Pull in the train and start dumping
Additional rail car storage Dumping Stage 1Option 1 Dump additional cars & hook up empty cars Split train & hook up additional cars Store empty cars Dumping cars by now
Stage 1Option 1 ADVANTAGES: • Longer trains => more input : 37 cars 3,885 t per train capacity increase of 23% • Reasonable investment for capacity gain DISADVANTAGES: • Modification of walkway and / or C41 bridge over rail tracks required • Downtime in dumping during installation of new switches • More switching
New Rail Car Dumper (single) New Rail Loop (if possible) Installation Stage 2Option 1 Location 1 Location 2
Stage 2Option 1 ADVANTAGES: • Increased throughput and capacity • Redundancy DISADVANTAGES: • Possible downtime during installation
New Stacker (or reconditioned aux. Reclaimer & tripper car) on existing rail track & C41 conveyor Stage 1Option 1
Stage 1Option 1 ADVANTAGES: • Low budget, low installation cost • Limited redundancy in Stacking • Quick installation • No production disturbances • Slightly increased flexibility • Blending different grades • Simultaneous dumping, stacking, reclaiming, ship loading DISADVANTAGES: • Limited flexibility • No redundancy in Reclaim • Reduced storage capacity due to additional Stacker incl. tripper car • Limited simultaneous dumping, stacking, reclaiming, ship loading • Reclaiming depends on Stacker position, as machines cannot pass
New feeding conveyor New yard conveyor Single travelling stacker & tripper car on new rail track Stage 1Option 2
Stage 1Option 2 ADVANTAGES: • Relatively low budget, low installation cost • Limited redundancy in Stacking • Quick installation • Minor production disturbances • Increased flexibility • Simultaneous dumping, stacking, reclaiming, shiploading • Multiple product piles possible • Blending different grades • Less support by dozers required DISADVANTAGES • Limited flexibility • No redundancy in Reclaim • Stockyard area ‘B’ can only be serviced by the existing Stacker/Reclaimer
Two new feeding conveyors Two new yard conveyors Two new travelling stackers on new rail tracks Existing SR modified to Reclaimer only Stage 1Option 3
Stage 1Option 3 ADVANTAGES: • Reasonable budget • Total redundancy in Stacking • Quick installation • Minor production disturbances • Simultaneous dumping, stacking, reclaiming, shiploading • High flexibility in building multiple product piles • Blending different grades • Less support by dozers required • Reduced demand on ageing Stacker/Reclaimer (reclaiming only, approx. 50% usage reduction) DISADVANTAGES • No redundancy in Reclaim
New Stacker/Reclaimer & tripper car on existing rail track & C41 conveyor Stage 2Option 1
Stage 2Option 1 ADVANTAGES: • Relatively reasonable budget, low installation cost • Limited redundancy in Stacking and Reclaim • Quick installation • Minor production disturbances • Increased flexibility • Blending different grades • Simultaneous dumping, stacking, reclaiming, shiploading • Less support by dozers required DISADVANTAGES: • Limited flexibility • Reduced stockyard capacity due to additional SR incl. tripper car • Stacking/Reclaiming depends on other SR position, as machines cannot pass
New Stacker/Reclaimer & tripper car on existing rail track and additional yard conveyor Stage 2Option 2
Stage 2Option 2 ADVANTAGES: • Minor production disturbances • Improved redundancy and independent Stacking and Reclaim • Short outage, short integration period, short commissioning • Increased flexibility • Blending different grades • Simultaneous dumping, stacking, reclaiming, shiploading • Less support by dozers required DISADVANTAGES: • Increased budget and installation costs • Reduced stockyard capacity due to additional SR incl. tripper car • Stacking/Reclaiming depends on other SR position, as machines cannot pass
New feeding conveyor Two new yard conveyors New Stacker & tripper car New Reclaimer on new rail track Stage 2Option 3
Stage 2Option 3 ADVANTAGES: • Minor production disturbances • Improved redundancy in Stacking and Reclaim • Short outage, short integration period, short commissioning • Increased flexibility • Blending different grades • Simultaneous dumping, stacking, reclaiming, shiploading • Less handling by dozer DISADVANTAGES: • Increased budget and installation costs • Slightly reduced stockyard capacity due to additional Reclaimer • Reclaiming depends on other SR position, as machines cannot pass
New feeding conveyors Three new yard conveyors Two new Stackers & tripper cars New Reclaimer on new rail track Stage 3Option 1
Stage 3Option 1 ADVANTAGES: • Maximum flexibility • Excellent redundancy in Stacking and Reclaim • Blending different grades • Simultaneous dumping, stacking, reclaiming, shiploading • No handling by dozers DISADVANTAGES: • Highest budget and installation costs
New feeding conveyors Four new yard conveyors Two new Stackers & tripper cars Two new Reclaimers on new rail track Stage 3Option 2
Stage 3Option 2 ADVANTAGES: • Ultimate flexibility • Excellent redundancy in Stacking and Reclaim • Blending different grades • Simultaneous dumping, stacking, reclaiming, shiploading • No handling by dozers DISADVANTAGES: • Highest budget and installation costs
OutputExisting shiploading operation • Dual Quadrant Shiploader at 2,200 tph design capacity each (4,400 tph total), recorded at 3,200 tph each (peak capacity)equipped with loading chute with bypass and trimming facility • 80% of loading time in bypass mode at 2,200 tph (3,000 tph, peak), each20% of loading time in trimming mode at max 1,200 tph, each • Recorded months / Basis for 6.5M mt/aJune 2009: 302 flow hrs 1,880 flow tph 569,106 mt shipped August 2009: 277 flow hrs 1,969 flow tph 545,943 mt shippedEfficiency: approx. 50% - 60% of total design capacity at 4,400 tph,including hatch changing and downtime
OutputExisting shiploading operation • Ship CapacitiesRecorded months / Basis for 6.5M mt/aJune 2009: 9 ships in total -> 569,106 mt shipped 2 vessels < 50,000DWT, 6 vessels >50,000DWT, 1 vessel of 100,000DWTAugust 2009: 10 ships in total -> 545,943 mt shipped 2 barges < 5,000DWT, 2 vessels < 50,000DWT, 6 vessels < 80,000DWT
Outputexisting shiploading operation Disadvantages of existing loading system ‘bypass chute c/w trimmer‘ • > 50% reduced capacity at 20% loading time • no vertical mass flow possible to build ‘regular piles’ • more shuttle movements • high power consumption by using trimmer • high maintenance costs (e.g. trimmer belt) • heavier in weight vs. ‘standard facility’ that limits potential upgrade
Stage 1Option 1 Modifications to loading device • Replacement of existing loading chute system • Installation of a NEW chute system with - multiple adjustable discharge / ‘lobster’ chute- fixed stainless steel pipe and - ‘soft’ loading spout, adjustable and turntable
Stage 1Option 1 Advantages of NEW loading system ‘lobbster chute c/w soft loading spout’ • no capacity ‘shortage’ • constant mass flow at 2,500 tph average, each • shorter loading sequences • vertical mass flow possible to build ‘regular piles’ • lighter in weight that eases potential upgrade • less wear / less maintenance costs • less power consumption
extension of boom structure extension of bridge front part Stage 1Option 1 Modifications to bridge / boom structure • Increase Shiploader outreach by- extension of bridge front part- extension of boom length
Stage 1Option 1 Advantages of Shiploader modification ‘bridge / boom extension’ • bigger outreach to ease loading of vessels > 100,000 DWT • increases shuttle travel length • more flexibility in hatch movements at vessels > 7 hatches • eliminates ‘ship movements’ at vessels > 140,000 DWT • allows new dock face to adopt to draft > 15 meters,e.g. by means of moving dock face (fenders) further out Disadvantages • increased dead weight of Shiploader • increased load transfer to RTD to be compensated by additional wheels
NBT – Coal Terminal ExpansionReliability and Maintenance • Definition for reliability of equipment: Availability = Total Time – Scheduled Maintenance Downtime Reliability = Available Time – Breakdown Downtime • Assumed reliability of new equipment is 93%, less for aged equipment • Overall system reliability takes into account compounded reliability of each piece of equipment in the stream – redundancy becomes key ! • Current equipment utilization is 50-60% of capacity • Higher throughput will demand >80% utilization • Preventive maintenance becomes extremely important • Two keys to maximizing throughput: REDUNDANCY & MAINTENANCE
NBT – Coal Terminal Capacity Upgrade Beyond Stage 3 (Stage 4 – 25 mt/a ?) Anticipated situation at the end of Stage 3: • New (2nd) rail car dumper operating with existing handling 5-7 trains per day at combined theoretical throughput of 20 – 25 mt/a • Stockyard upgraded / reconfigured to include redundant stacking and reclaim with possible simultaneous stacking and reclaim and theoretical throughput of 25 mt/a Remaining Bottlenecks / Possible Solutions: • Shiploading - existing limited to max. 16 mt/a, new Shiploaders required for higher throughput (e.g. 8,000-10,000 t/h combined) • Remove Surge Bin – not needed • Install stockpile management system