A STUDY OF ENVIRONMENTAL BENEFITS OF INDUSTRIAL INTEGRATION



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Transcription:

A STUDY OF ENVIRONMENTAL BENEFITS OF INDUSTRIAL INTEGRATION Presented to Hydrocarbon Upgrading Task Force Calgary, Alberta Presented By: AMEC EARTH & ENVIRONMENTAL Edmonton, Alberta June 2007

Objectives of this Study To establish environmental benefits, if any, associated with Integrated Complex Conduct a comparison of Standalone facilities with the conceptual design of the Integrated Complex Use of results for the development of a Industry business case and future policy direction

Study Approach Broad based approach was used to quantifiably and accurately compare the environmental benefits of Integration Integrated Complex was compared against existing facilities in Alberta EIA submissions from various operators was used as primary data source Environmental receptors included Air, Land, Water and Waste

Integrated Complex Components UPGRADER REFINERY + + PETROCHEMICAL INTEGRATED COMPLEX

Integrated Complex - Detail Reformer Alkylation 98 kbd Gasoline 100 kbd Diluent Return FCC At. & Diesel 2260 tpd Sulfur Vac Hydro- 400 kbd Diluted Bitumen Treater 20 kbd Kerosene 900 tpd Pet. Coke Delayed Coking 9000 tpd Coke Hydro- Cracker 120 kbd Diesel Process Unit Off Gases & 845 tpd H2 900 tpd carbon 540 MW 22.8 kbd HC Bottoms Power/ H2 Syn. Gas Steam Plt. 9000 tpd 98% O2 Air Separation Unit Steam Cracker 550 kty Propylene 1000 kty Ethylene 95 kty Butadiene 5610 bd Py Gas 305 tpd H2 2000 tpd coal - Upgrader 3000 tpd ammonia syngas (fertilizer) - Refinery - Petrochem Integrated Bitumen Processing Plant - Simplified Flow Plan

Required Steps for Comparison Analysis Choosing the standalone facilities Combinations of standalone facilities All facilities normalized based on throughput Bitumen feed to upgrader: 300,000 bbl/sd Synthetic crude to Refinery: 260,000 bbl/sd Olefin feed to Petrochemical: 1910 KTA.

Combination of Standalone Facilities Following combinations were created based on the five facilities: UA + R1 + P1 UB + R1 + P1 UA + R2 + P1 UB + R2 + P1

Environmental Comparison Air Emissions Selection for air pollutants was based on the consistency of EIA information Comparison analysis focused five major air pollutants Sulphur Dioxide Nitrogen Oxides Carbon Monoxide Particulate Matter Carbon Dioxide

Comparison of Estimated Air Emissions Throughput rates for standalone facilities were normalized to the throughput of the Integrated Complex No detailed information for the Integrated Complex was available in the Integration Study Rationalized by matching similar emitters in standalone and Integrated Complex Total emissions are sum of the emissions from all the plant units

Relative Emissions Relative emissions 1200 1000 800 600 400 Comparison Air emissions of from Integrated the standalone Complex facilities with Standalone range from 1.5 Scenarios to 5.1 times greater (on average) than the Integrated Complex IC UA+R1+P1 UB+R1+P1 UA+R2+P1 UB+R2+P1 200 0 Total SO2 Total NOx Total CO Total PM Total CO2

Dispersion Modeling Dispersion modeling of air emissions not possible due to: Different processes and technologies Unknown geographic location No detailed engineering design

Footprint Comparison Relative Footprints 250 200 100 50 Figure 7.3.1-1: Relative comparison of Footprints of various complexes Standalone facilities occupy 1.4 to 2.2 times the area of the Integrated Complex Project development footprint has an effect on the Biophysical Environment Larger 150 project footprints result in greater surface disturbance to soils, vegetation, wildlife, and human activities Surface water runoff is a function of project footprint and design 0 IC UA+R1+P1 UB+R1+P1 UA+R2+P1 UB+R2+P1

Water Demand Relative Water Demands 180 160 140 requirements 100 80 40 20 Water Figure demand 7.4.2-2: for the Relative standalone Comparison facilities ranges of between Water 1.1 and 1.6 times greater Demands than the Integrated Complex Source of water required is not considered in this study Water usage was normalized for the standalone facilities and 120 estimated for the Integrated Complex based on plant unit Water 60 usage for standalone facilities is 1.1 to 1.6 times that of the Integrated Complex 0 IC UA+R1+P1 UA+R2+P1 UB+R2+P1 UB+R2+P1

Synergy for Utilization of Waste Streams Waste Streams (both Gas and liquid) Gas streams usually end up as fuel gas Liquid streams used as low value products or as fuel IC uses waste streams as feed for the Olefin production facility Value added products generated (~ 2000 KTA)

Conclusions Normalized air emissions for SO 2, NO x, CO, PM and CO 2 order of magnitude lower in IC. Number of emitters in standalone facilities 1.2 1.8 times higher. Standalone fugitive emissions expected to be 1.5 to 2.0 times higher. Footprint higher by 1.4 to 2.2 times for standalone facilities. Dispersion modeling not possible. Waste comparison not possible but expected to be lower in IC. Water demand higher by 1.1 to 1.6 times for standalone facilities.

Summary of Environmental Benefits 1200 Comparison of Integrated Complex with Standalone Scenarios Relative emissions (%) 1000 800 600 400 200 IC UA+R1+P1 UB+R1+P1 UA+R2+P1 UB+R2+P1 0 Total SO2 Total NOx Total CO Total PM Total CO2 Water Demands Footprint

Path Forward Detailed engineering on IC to make detailed evaluation of technical feasibility and costs. More precise definition of environmental impact through more detailed engineering studies Requirements of water, power, infrastructure needs, and waste outputs to be better defined for IC Dispersion modeling based on proper site selection Industry participation Market evaluation and defining potential markets for the value added products Development of Policy supporting the Integration process