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Oil Sands Environmental Management Bibliography

The Cumulative Environmental Management Association (CEMA)partnered with the Oil Sands Research and Information Network (OSRIN) to create the new Oil Sands Environmental Management Bibliography, which includes documents relevant to the environmental management of oil sands development in Alberta. The majority of the documents focus on the mineable oil sands in the Athabasca deposit, though some documents relate to in-situ developments. This bibliography was last updated in November 2014.

Oil sands reclamation: A study integrating mining tailings disposal and reclamation. Volume I - Text

Authors
Year of Publication: 1979

Abstract:
The document provides a comprehensive review of the technical problems facing future oil sands developments and suggests options which will be helpful in formulating oil sands mining, tailings disposal and reclamation plans. By providing in-depth cost analysis for many of the activities occurring in an oil sands mining operation, the sensitivity of these activities with respect to reclamation and overall project economics can be assessed. The impact of actions taken to reduce undesirable environmental effects can be measured both biophysically and economically. However, the determination of \"added benefit\" and \"associated cost\" is more complex, with many subjective elements. This study attempts to define not only the methods required to achieve various degrees of reclamation in the Athabasca oil sands, but also to show how the benefits and costs of such reclamation can be objectively measured. Objectives of the study are listed below: • To illustrate the application of recommendations respecting development and reclamation by designing \"model operations\" for three oil sands mines delineated by actual field drilling data, with process capacities of 60,000 barrels per calendar day (BPCD), 120,000 BPCD, and 240,000 BPCD, respectively, after extraction and upgrading losses. • To examine mining and reclamation schemes in detail within the context of \"minimum\", \"improved\", and \"enhanced\" levels of reclamation; each representing operations using \"wet\", \"dewatered\", and \"dry\" tailings systems, respectively, in order of decreasing reclamation difficulty. • To determine the additional materials handling costs incurred in oil sands mines when selected reclamation alternatives are implemented, and to perform a cost-benefit analysis using rational economic units such as dollars, hectares, cubic metres, etc. per barrel of synthetic crude oil produced. • To define the technical limitations of materials handling and overall mine planning with respect to creating or carrying out reclamation options. • To suggest typical materials handling activities and their comparative merits in oil sands mine reclamation. • To determine whether the choice of major mining equipment substantially affects the success of reclamation efforts. • To recommend the specific techniques that must be incorporated into an operator's mining methods to ensure successful reclamation. • To compare the advantages and disadvantages of oil sands mines using the traditional \"wet\" tailings pond with those using conceptual \"dewatered\" or \"dry\" tailings disposal systems. • To develop an understanding of the major factors that dictate the reclamation potential of oil sands mines, and to describe the impact of these factors on oil sands development regionally. • To estimate the direct energy consumption of an oil sands mine that incorporates recommended reclamation objectives. • To apply the combined experiences of Techman Ltd. - Rheinbraun-Consulting GmbH, oil sands mine operators, and other concerned investigators, to the problem of reclaiming oil sands mines in Alberta. • To prepare guidelines defining the information required in the preparation of an oil sands mine development and reclamation plan.

Oil sands reclamation: A study integrating mining tailings disposal and reclamation. Volume II - Drawings

Authors
Year of Publication: 1979

Abstract:
The document provides a comprehensive review of the technical problems facing future oil sands developments and suggests options which will be helpful in formulating oil sands mining, tailings disposal and reclamation plans. By providing in-depth cost analysis for many of the activities occurring in an oil sands mining operation, the sensitivity of these activities with respect to reclamation and overall project economics can be assessed. The impact of actions taken to reduce undesirable environmental effects can be measured both biophysically and economically. However, the determination of \"added benefit\" and \"associated cost\" is more complex, with many subjective elements. This study attempts to define not only the methods required to achieve various degrees of reclamation in the Athabasca oil sands, but also to show how the benefits and costs of such reclamation can be objectively measured. Volume II of this report contains the drawings pertaining to Volume I - Text. The drawings are explained in corresponding chapters of the text, and relate to: selection and description of the three ore bodies, surficial geology arid hydrology, geological cross-sections, tailings pond dyke, organization charts as well as mine plans. A total of sixty-eight drawings show the mining, tailings disposal and reclamation of the twelve mine designs developed in the study.

Oil sands reclamation: A study integrating mining tailings disposal and reclamation. Volume III - Yearly cost summaries

Authors
Year of Publication: 1979

Abstract:
The document provides a comprehensive review of the technical problems facing future oil sands developments and suggests options which will be helpful in formulating oil sands mining, tailings disposal and reclamation plans. By providing in-depth cost analysis for many of the activities occurring in an oil sands mining operation, the sensitivity of these activities with respect to reclamation and overall project economics can be assessed. The impact of actions taken to reduce undesirable environmental effects can be measured both biophysically and economically. However, the determination of \"added benefit\" and \"associated cost\" is more complex, with many subjective elements. This study attempts to define not only the methods required to achieve various degrees of reclamation in the Athabasca oil sands, but also to show how the benefits and costs of such reclamation can be objectively measured. Volume III of the report contains yearly cost summaries for the 12 mine plans analyzed in the study. The activities in each mine are grouped into 6 cost centres, which are further divided into cost sub-centres. The division into sub-centres is required to allow as accurate costing as possible and is not intended to break the costs into sub-centres of similar value. The operating and capital costs for 35 years are shown, including five years of preproduction activities and five years of deactivation. The present value cost analysis gives the sum of yearly operating and capital costs discounted at a rate of 10% each year between the date of occurrence and the beginning of the project.

Oil sands remediation - what's the (end) point?

Authors Powter, C. B., & Polet M.
Year of Publication: 2012

Abstract:
Remediation professionals need some basic information to develop a remediation strategy, implementation plan and schedule, and cost estimate. The information needs include an understanding of: the current and proposed land use; the compounds of potential concern (COPCs); the natural levels and variability of COPCs in the environment; and, the guidelines (endpoints) to be applied. It is assumed that oil sands process-affected water and contaminated soils arising from mineable oil sands development may eventually require remediation. While we have a reasonably good understanding of the proposed land use (a self-sustaining, locally-common boreal forest), there is some uncertainty about the COPCs and considerable uncertainty around the endpoints to be used. Notwithstanding this uncertainty there has been considerable work undertaken to develop remediation options, especially for oil sands process-affected water. Additional work has been done to characterize the natural levels in the environment of some COPCs, and to monitor and model fate and behaviour some COPCs. This paper will review some of the reasons for, and issues arising from, the uncertainty around COPCs and endpoints. The conclusion from this review is that remediation professionals, regulators, industry and stakeholders must begin discussions to resolve the uncertainty so that appropriate guidelines can be set and research and demonstration efforts can be better focused on solving the “real” problem.

Oil sands royalties and taxes in Alberta: An assessment of key developments since the mid-1990s

Authors Plourde, A.
Year of Publication: 2009

Abstract:
This paper examines oil sands royalty and tax systems that have either been proposed or implemented since the mid-1990s. Simulation models of oil sands production projects are constructed and the distribution of ex ante economic rents for various assumed crude oil price paths is calculated. The results suggest that until 2007 changes in royalties and taxes had been favorable to producers. The pattern of estimated real internal rates of return obtained through the simulations supports this conclusion. The recommendations of the provincially appointed Royalty Review Panel were anchored in the view that Alberta's oil sands industry had matured since the mid-1990s and that a distribution of ex ante rents more favorable to Albertans, as owners of the resource, was thus warranted. In contrast, the changes proposed by the Government of Alberta in 2007 would effectively return the distribution of ex ante rents to what prevailed a decade earlier. However, the role of royalties (as opposed to corporate income tax) as means of capturing rents for governments is more important under the proposals made in 2007.

Oil sands rules tools and capacity: Are we ready for upcoming challenges?

Authors
Year of Publication: 2014

Abstract:
Within the next decade we are likely to see some significant tests of the current oil sands regulatory and policy framework, including: • Industry-driven: such as an application for reclamation certificate or an application for release of process-affected water or a request to approve the water-capped fine tailings option • Government-driven: such as the implementation of the tailings management framework or LARP management frameworks or the wetlands policy or AEMERA • Environment-driven: such as a low-flow event in the Athabasca River or a major rainfall/flood event What other challenges can we foresee? We know there are various policy initiatives underway that will address some of these challenges but the results are not yet public and the related uncertainty is itself a challenge. In this Workshop, held October 27, 2014 at the University of Alberta, 48 people from a number of sectors explored our level of readiness to deal with such challenges, based on our existing and planned rules, tools and capacity and identify solutions to address the challenges. Each table was asked to produce a list of potential challenges, categorize them based on a set of criteria and then provide solutions to the most pressing challenges. About 84% of the challenges identified were expected to occur in the next 5 years; many of the challenges were described as happening right now. A total of 17 challenges were placed in the Parking Lot. Participants indicated we have Low Readiness to address 41% of the challenges; the small number of High readiness challenges is probably a reflection of our tendency to focus on problems rather than things that are going well. Knowledge was the most frequently identified gap while Regulation was least commonly flagged. Common themes among the 138 challenges include: • Oil sands process-affected water release – criteria, process, stakeholder acceptability, pit lake viability, treatment options and costs • Caribou – how to protect the species and its habitat; how to restore habitat • Aboriginal – what are their desires and needs; how can we accommodate those needs into plans and operational practices • Greenhouse gas and climate change – management, reduction, impact of regulation • Climate change adaptation – how do we ensure hydrology and reclamation plans take climate change into account • Closure and reclamation goals and reclamation certification – end land uses, is perpetual care an option, do we know how reclamation success will be measured • How can offsets be used to compensate for disturbance • Communicating with stakeholders – how to provide and explain complex data, how to explain plans, options and constraints • Economic forces affecting development – access to market, access to resources, price of oil, liability management programs Some of the key themes were: • Desire to see clearer roles and responsibilities for government agencies in regulation, monitoring and communication; suggestions for a single coordinator for these roles • Complete and implement all the Lower Athabasca Regional Plan frameworks • More emphasis on technical- and risk-based decision-making • More emphasis on regional outcomes and solutions • More emphasis on obtaining, considering and incorporating Aboriginal views in plans and decisions • Use adaptive management based on forecasts, scenarios, and monitoring • Need more public, stakeholder and investor communication – share success stories (but acknowledge the problems), identify champions who can take the message out • Invest in research, knowledge/data management • Invest in skills training • Retrieve, preserve and use historical knowledge and corporate memory

Oil sands sludge dewatering by freeze-thaw and evapotranspiration

Year of Publication: 1993

Abstract:
The dewatering of oil sands sludge is a major technological, economical, and environmental challenge to the oil sands industry of northeastern Alberta. Sludge is a mixture of small mineral particles (less than 44 µm in diameter), residual bitumen from the extraction process, and water. Sludge consolidates at the bottom of tailings ponds to approximately 30% solids in 2 years and will remain at this level of solids and water indefinitely. At 30% solids, sludge acts as a liquid; unstable and extremely low in strength. Approximately 25 million cubic metres of sludge at 30% solids are produced each year by the two operating extract ion plants owned by Syncrude Canada Ltd. and Suncor Inc. More than 500 million cubic metres of sludge have been produced over the first 20 years these plants have operated. The experiments detailed in this report show that it was possible to increase the solids content of sludge to 50% solids by adding three parts sand (tailings sand) to one part sludge. At 505 solids, the sand-sludge mixture was semi-plastic, but extremely weak. One thousand parts per million of lime were needed to keep the sand from segregating from the sludge. Drainage of sand-sludge mixtures, even under the pressure of self-consolidation, was slow and uneconomical. The sand-sludge mixture had to be dewatered to 85% solids content before its shear strength was sufficiently high to support machine traffic or the overboarding of more sand-sludge mixture. At 85% solids, the sand-sludge mixture had a shear strength in excess of 100 kPa. Freezing and thawing sludge (without sand) caused the solids content to increase from 30% to 50%. Another 10% increase in solids content was achieved by several more cycles of freezing and thawing. At 50% solids, sludge was semi-plastic. Ditches or grooves ploughed into the sludge remained, but the shear strength was very low (less than 2 kPa). Sludge without sand needed at least 80% solids to have sufficient shear strength (more than 100 kPa) to support machinery traffic or sludge overboarding. If snow was removed from the surface periodically, the sludge froze to 165 cm depth in one winter in Mildred Lake, the Syncrude Canada Ltd. plant and mine site, approximately 40 km north of fort McMurray, Alberta. If the snow cover was left in place, freezing was restricted to 30cm. Laboratory and pilot-plant experiments showed that the amount of sludge that could be frozen in one winter could be increased by freezing the sludge in thin layers. Using this technique, a layer only a few centimetres deep was deposited and left to freeze for a day or two; as soon as it was frozen, a second layer was deposited. Layered freezing was also slightly more effective at dewatering sludge than freezing a pool of sludge from the top down. The water released from the sludge during the thaw period rose almost immediately to the sludge surface. Surface water had to be drained away to allow further dewatering, either by evaporation or vegetation-controlled evapotranspiration. Standing water on the sludge surface prevented the establishment and growth of adapted vegetation by floating seeds, making the rooting medium unstable, or inhibiting oxygen flux to the root zone. If the water was removed, two species of plants—reed canary grass and western dock—were well adapted to the sludge environment and capable of removing enough water from the sludge to dry it to 80% solids. Reed canary grass was the best adapted plant to both sludge and sand-sludge mixtures. Furthermore, reed canary grass grew from small sections of its own rhizome, known as sprigs. Starting plants on sludge with sprigs of reed canary grass may allow for large scale (hundreds of hectares) dewatering by vegetation. Sprigs were easy to spread, not subject to movement by wind or small amounts of water, and fast to establish new plants. Sludge at 50% solids that was planted to reed canary grass was dewatered to 80% solids in one growing season. At 80% solids the sludge had a shear strength of 120 kPa and could support machine traffic of any kind or the overboarding of several metres of liquid sludge. However, the rapid removal of surface water and the quick establishment of a dense plant community were essential. Otherwise, dewatering during the summer months was minimal, less than a 5% increase in solids from May to October. Sand-sludge mixtures were also dewatered by freezing and thawing. A 1 year dewatering cycle that included freezing and thawing and summer evaporation, but no plant controlled evapotranspiration, increased the solids content of a 2-m deep sand-sludge mixture from 50% to 80% solids. Reed canary grass and western dock also grew well on sand-sludge mixtures and aided in dewatering, if the surface water was removed.

Oil sands soil reconstruction project: Five year summary

Authors
Year of Publication: 1992

Abstract:
Treatment plots were established on the Syncrude Canada Ltd. Oil sands mine site to test the effect of a variety of mixtures of peat, mineral overburden, and tailings sand on establishment of an initial vegetation cover and productivity of planted trees and shrubs. Treatments consisted of nine combinations of peat and overburden, each mixed to depths of 20 and 40 cm. Application of peat provided the greatest benefit in terms of soil physical and chemical properties, especially plant available moisture. Overburden application increased nutrient status but had a detrimental effect on plant available moisture. Increased thickness of the reconstructed layer retained more moisture near the surface. An initial ground cover established more quickly with increasing peat, overburden, and thickness. Seedling survival after five years was higher for most species with increasing peat but lower with overburden application. Conifers grew better with increasing peat while most species had poorer growth with increasing overburden. Growth was also slightly better on the thicker reconstructed soils.

Oil sands tailings capping study

Authors
Year of Publication: 1994

Abstract:
In the summer of 1990, research plots were designed and constructed on the Syncrude Canada Ltd., mine site at Mildred lake to test the effect of thickness and quality of replaced soil over tailings sand on the performance of trees and shrubs. Treatments included three cap thicknesses (70, 50 and 30 cm) of replaced soil salvaged from an area rated as \"fair\" soil suitability for reclamation, as well as one cap (70 cm) of replaced soil salvaged from an area of \"poor\" soil suitability. Following plot construction, seedlings of four species were planted including: jack pine, white spruce, aspen, and dogwood. Baseline soil data were collected and height was measured on a random selection of permanently marked seedlings. Survival and growth data were collected annually from 1991 to 1993. Soil analysis after plot construction indicated good control of cap thickness during soil placement but minimal difference in the quality of replaced soil between plots constructed from the \"fair\" and 'poor\" rated source materials. Seedling survival after three growing seasons ranged from 68 to 96 %. Almost all mortality occurred during the first overwinter period. Spruce had the highest survival and dogwood the lowest. In general seedlings doubled\" doubled in size during the three year period. Survival and were growth unrelated to soil thickness or quality. Naturally invading plants, primarily weedy species varied according to the amount of peat present near the surface of the replaced soil.

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