Relevant bibliographies by topics / South Saskatchewan River Project (Canada)

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'South Saskatchewan River Project (Canada)'

Author: Grafiati
Published: 4 June 2021
Last updated: 17 February 2022

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Journal articles on the topic "South Saskatchewan River Project (Canada)"

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Czarnogorska, M., S. Samsonov, and D. White. "Ground deformation monitoring using RADARSAT-2 DInSAR-MSBAS at the Aquistore CO2 storage site in Saskatchewan (Canada)." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XL-1 (November 7, 2014): 81–87. http://dx.doi.org/10.5194/isprsarchives-xl-1-81-2014.

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The research objectives of the Aquistore CO<sub>2</sub> storage project are to design, adapt, and test non-seismic monitoring methods for measurement, and verification of CO<sub>2</sub> storage, and to integrate data to determine subsurface fluid distributions, pressure changes and associated surface deformation. Aquistore site is located near Estevan in Southern Saskatchewan on the South flank of the Souris River and west of the Boundary Dam Power Station and the historical part of Estevan coal mine in southeastern Saskatchewan, Canada. Several monitoring techniques were employed in the study area including advanced satellite Differential Interferometric Synthetic Aperture Radar (DInSAR) technique, GPS, tiltmeters and piezometers. The targeted CO<sub>2</sub> injection zones are within the Winnipeg and Deadwood formations located at > 3000 m depth. An array of monitoring techniques was employed in the study area including advanced satellite Differential Interferometric Synthetic Aperture Radar (DInSAR) with established corner reflectors, GPS, tiltmeters and piezometers stations. We used airborne LIDAR data for topographic phase estimation, and DInSAR product geocoding. Ground deformation maps have been calculated using Multidimensional Small Baseline Subset (MSBAS) methodology from 134 RADARSAT-2 images, from five different beams, acquired during 20120612&ndash;20140706. We computed and interpreted nine time series for selected places. MSBAS results indicate slow ground deformation up to 1 cm/year not related to CO<sub>2</sub> injection but caused by various natural and anthropogenic causes.
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MacFarlane, David L. "Report of the Royal Commission on the South Saskatchewan River Project." Canadian Journal of Agricultural Economics/Revue canadienne d'agroeconomie 1, no. 2 (November 13, 2008): 31–34. http://dx.doi.org/10.1111/j.1744-7976.1953.tb01247.x.

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Sauer, E. Karl, and E. A. Christiansen. "A landslide in till near Warman, Saskatchewan, Canada." Canadian Geotechnical Journal 22, no. 2 (May 1, 1985): 195–204. http://dx.doi.org/10.1139/t85-027.

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Little information is available about typical shear strength parameters of tills in southern Saskatchewan even though till is the most common earth material used for construction in this region. The Warman landslide in the South Saskatchewan River Valley provides some insight into the shear strength characteristics of a till, and the results are compared with laboratory tests. The till is from the Upper till of the Sutherland Group, which has a high clay content relative to the underlying and overlying tills. A back analysis of the landslide produced [Formula: see text]′ = 27° assuming c′ = 0. Comparison with laboratory test data and results from a similar landslide near Lebret, Saskatchewan, suggests that [Formula: see text]′ = 22.5° with c′ = 7 kPa may be appropriate "residual" shear strength parameters. A rising water table appears to have been the main contributing factor to instability between 1969 and 1984. There is a possibility, however, that at the 1:50 return interval for flood levels on the river, erosion at the toe of the landslide debris may be a significant factor. Numerous slump scars in the form of small amphitheatres, presently inactive, can be observed in the aerial photographs of the adjacent area. These failures likely occurred intermittently, depending on fluctuating water table and river flood levels. Key words: landslide, till, correlation, stratigraphy, back analysis, shear strength, residual, aerial photographs.
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SAMBROOK SMITH, G. H., P. J. ASHWORTH, J. L. BEST, J. WOODWARD, and C. J. SIMPSON. "The sedimentology and alluvial architecture of the sandy braided South Saskatchewan River, Canada." Sedimentology 53, no. 2 (April 2006): 413–34. http://dx.doi.org/10.1111/j.1365-3091.2005.00769.x.

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Brown, W. J., S. N. Kulshreshtha, and S. L. F. Manning. "Irrigation and Farm Level Risks: A Case Study of the South Saskatchewan River Project." Canadian Water Resources Journal 14, no. 1 (January 1989): 5–17. http://dx.doi.org/10.4296/cwrj1401005.

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Strickert, Graham, Kwok Pan Chun, Lori Bradford, Douglas Clark, Patricia Gober, Maureen G. Reed, and Diana Payton. "Unpacking viewpoints on water security: lessons from the South Saskatchewan River Basin." Water Policy 18, no. 1 (June 3, 2015): 50–72. http://dx.doi.org/10.2166/wp.2015.195.

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Water is essential for human development and the environment; however, its security is challenged by factors such as competing uses, over extraction, and divergent perspectives. The focus of this paper is to better understand how different stakeholders define water security in the South Saskatchewan River Basin, a large (121,095 km2) transboundary basin that exemplifies global water security challenges. Understanding the perceptions of water security held by water stewards across multiple jurisdictions working in the public, private, and civil society sectors is critical for policy formulation and implementation. We used Q-method during three workshops to identify the factors that summarize perceptions about water security from water stewards spanning two provinces in Canada. Participants perceived that water security is linked to sustainability through concerns for intergenerational equity, ecosystem maintenance, and ‘balanced’ growth. Study participants generally disagreed with framings of water security that were short-term, self-centred, and narrow. We find some support for risk and vulnerability based framings of water security which centred on ‘reliability’ and ‘limited resources’ as core themes. In particular, the geographic and jurisdictional location, as well as the roles of water stewards affected the relative importance of core themes about water security.
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Reesink, A. J. H., and J. S. Bridge. "Evidence of Bedform Superimposition and Flow Unsteadiness In Unit-Bar Deposits, South Saskatchewan River, Canada." Journal of Sedimentary Research 81, no. 11 (November 1, 2011): 814–40. http://dx.doi.org/10.2110/jsr.2011.69.

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NOBLE, BRAM F., POORNIMA SHEELANERE, and ROBERT PATRICK. "ADVANCING WATERSHED CUMULATIVE EFFECTS ASSESSMENT AND MANAGEMENT: LESSONS FROM THE SOUTH SASKATCHEWAN RIVER WATERSHED, CANADA." Journal of Environmental Assessment Policy and Management 13, no. 04 (December 2011): 567–90. http://dx.doi.org/10.1142/s1464333211004012.

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Watersheds are under increasing pressures from the cumulative environmental effects of human actions. Reviews of recent practice suggest that cumulative effects assessment and management (CEAM) has failed to capture the full range of stressors to Canada's watersheds. Indeed, the limitations to CEAM have been well documented; yet, there has been limited constructive evaluation to help explain why CEAM has failed to advance. In this paper we examine the underlying challenges to the assessment and management of cumulative effects in a watershed context. Based on lessons emerging from the South Saskatchewan watershed, Canada, challenges to CEAM in watersheds include stakeholder understanding and interpretation of cumulative effects; limitations in the scale of current EA practices in watersheds; data challenges; the lack of established thresholds for watershed effects; and lack of clarity regarding watershed science and regulatory capacity. The merits of a watershed-based approach to CEAM to help address these challenges to practice are explored.
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McIver, Elisabeth E. "The paleoenvironment of Tyrannosaurus rex from southwestern Saskatchewan, Canada." Canadian Journal of Earth Sciences 39, no. 2 (February 1, 2002): 207–21. http://dx.doi.org/10.1139/e01-073.

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The recovery of identifiable plant remains intimately associated with a skeleton of Tyrannosaurus rex in southwestern Saskatchewan, Canada, provides the basis for interpreting the latest Maastrichtian (65.5–65 Ma) paleoenvironment of the region. Fossil plants from the site are described, and fruits formerly known as Aesculus antiquus Dawson or Ficus ceratops Knowlton are transferred to a new taxon, Spinifructus antiquus (Dawson) comb. nov. Study of the sediments of the Frenchman Formation that host the bones and plants, in combination with analysis of the plants, indicates that the regional climate was mesothermal and without winter frost, but with seasonal drought. The T. rex is believed to have roamed a broad river valley abundantly vegetated by a largely deciduous flora. The deciduous nature of the Saskatchewan paleovegetation, interpreted as a response to low winter light levels at high latitude, contrasts strongly with the contemporaneous vegetation of a few degrees latitude further south and leads to questions about how a dinosaur fauna survived in a region where the bulk of the vegetation entered an extended period of dormancy.
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Ashmore, P. E., and T. J. Day. "Spatial and temporal patterns of suspended-sediment yield in the Saskatchewan River basin." Canadian Journal of Earth Sciences 25, no. 9 (September 1, 1988): 1450–63. http://dx.doi.org/10.1139/e88-138.

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Long-term suspended-sediment concentration and load records are available for 23 Water Survey of Canada sediment-monitoring stations in the Saskatchewan River basin, where the drainage areas range from 10 to over 300 000 km2. Mean annual sediment yield is greatest in the western Alberta Plains along the Oldman and Red Deer rivers (over 100 t km−2 year−1) and tends to increase downstream along the North and South Saskatchewan rivers until major reservoirs in Saskatchewan intervene. Average sediment concentration shows a pattern of variation similar to that of yield. Temporal aspects of suspended-sediment transport vary along the drainage network. The range and skewness of the yield–duration and concentration–duration curves are greater in the intermediate-size basins close to the Rocky Mountains and in two small basins with Prairie sources than they are in the large Prairie streams with mountain sources and the glacier-fed upper North Saskatchewan River. Similarly, infrequent flows transport a larger proportion of the annual load in the smaller Foothills and western Plains basins than in the large Prairie streams because of differences in drainage area and discharge regime.
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Dissertations / Theses on the topic "South Saskatchewan River Project (Canada)"

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Böckelmann, Uta. "Description and characterization of bacteria attached to lotic organic aggregates (river snow) in the Elbe River of Germany and the South Saskatchewan River of Canada." [S.l.] : [s.n.], 2001. http://deposit.ddb.de/cgi-bin/dokserv?idn=96442097X.

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Schmidt, Jeremy J. "The past, present and future of water policy in the South Saskatchewan River Basin, Alberta, Canada /." Thesis, McGill University, 2007. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=101895.

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This thesis presents an account of water policies in Alberta's South Saskatchewan River Basin in reference to the historical factors influencing past decisions, the claims supporting present reforms and implications for future policy directions. I begin by investigating the historical factors surrounding early water policies and consider their influence on water development in the 20th century. Next I critically examine the policy reforms from 1996-2006 and consider both how early policy decisions influence contemporary plans and the claims offered in support of current management decisions. I then look to the future of water policy in southern Alberta and the planned implementation of adaptive management systems. I analyze adaptive management theory in the policy context of Alberta and find the normative claims of adaptive management insufficient. I then suggest a more robust normative framework to supplement adaptive management theory.
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Parker, Natalie Olwyn. "Distinguishing flood frequency and magnitude in the morphodynamics and sedimentology of rivers : insights from the South Saskatchewan River, Canada." Thesis, University of Birmingham, 2010. http://etheses.bham.ac.uk//id/eprint/1169/.

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The impact of a 1 in 40 year flood on the morphology and sedimentology of the sandy braided South Saskatchewan River, Canada was assessed. Comparison of 2004 - 2007 repeat GPR surveys and the production of DEMs of difference allowed quantification of the initial and long-term 2005 flood impact on reach morphology and sedimentology. Main results show that even though a significant initial morphological impact was caused due to the flood through net erosion and channel incision across Bar A, subsequent low-magnitude high-frequency floods were able to rework morphology due to the ability to transport the medium sized sand bed load. In the subsurface, no distinct flood signature has been left, as flood deposits are similar to the scale and composition of deposits produced by low-magnitude high-frequency floods. Consequently, little evidence of such a flood event will be preserved in the sedimentary record. The research has also highlighted some important findings with respect to linking morphological processes to sedimentary deposits. In particular they have suggested the revision of depositional models for braided rivers, and further research on the relationship between bedform geometry and flow depth in natural rivers. The results have wider applications to other sand bed braided rivers and may aid interpretation and modelling of such deposits on a wider scale.
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Böckelmann, Uta [Verfasser]. "Description and characterization of bacteria attached to lotic organic aggregates (river snow) in the Elbe River of Germany and the South Saskatchewan River of Canada / vorgelegt von Uta Böckelmann." 2001. http://d-nb.info/96442097X/34.

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Books on the topic "South Saskatchewan River Project (Canada)"

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Macdonald, Max. The dam the drought built: A history of the South Saskatchewan River Project. Regina: Canadian Plains Research Center, 1999.

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Clipperton, G. Kasey. Instream flow needs determinations for the South Saskatchewan River Basin, Alberta, Canada. [Edmonton]: Alberta Environment, 2003.

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Macdonald, Max. The dam the drought built: A history of the South Saskatchewan River Project. Regina, Sask: Canadian Plains Research Center, 1999.

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Book chapters on the topic "South Saskatchewan River Project (Canada)"

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Koning, C. W., A. G. H. Locke, and J. M. Mahoney. "Determining Environmental Flows for the South Saskatchewan River Basin, Alberta, Canada." In Engineering and Industry. Trivent Publishing, 2016. http://dx.doi.org/10.22618/tp.ei.20162.120011.

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"Cutthroat Trout: Evolutionary Biology and Taxonomy." In Cutthroat Trout: Evolutionary Biology and Taxonomy, edited by Michael K. Young, Kevin S. McKelvey, Tara Jennings, Katie Carter, Richard Cronn, Ernest R. Keeley, Janet L. Loxterman, Kristine L. Pilgrim, and Michael K. Schwartz. American Fisheries Society, 2018. http://dx.doi.org/10.47886/9781934874509.ch11.

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<em>Abstract</em>.—Identifying units of conservation of aquatic species is fundamental to informed natural resources science and management. We used a combination of mitochondrial and nuclear molecular methods to identify potential units of conservation of Westslope Cutthroat Trout <em>Oncorhynchus clarkii lewisi</em>, a taxon native to montane river basins of the northwestern United States and southwestern Canada. Mitogenomic sequencing identified two major lineages composed of nine monophyletic clades, and a well-supported subclade within one of these, largely delineated by river basins. Analyses of microsatellites and single nucleotide polymorphisms corroborated most of these groupings, sometimes with less resolution but demonstrating more complex connections among clades. The mitochondrial and nuclear analyses revealed that Pleistocene glacial cycles profoundly influenced the distribution and divergence of Westslope Cutthroat Trout, that this taxon crossed the Continental Divide in two separate events, and that genetically pure but nonindigenous fish were widely distributed. Herein, we recognize nine geographically discrete, cytonuclear lineages largely circumscribed by major river basins as potential units of conservation: (1) John Day; (2) Coeur d’Alene; (3) St. Joe; (4) North Fork Clearwater; (5) Salmon; (6) Clearwater headwaters; (7) Clearwater–eastern Cascades; (8) neoboreal, consisting of most of the Columbia upstream from central Washington, the Fraser in British Columbia, and the South Saskatchewan in Alberta; and (9) Missouri.
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Conference papers on the topic "South Saskatchewan River Project (Canada)"

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O’Rourke, Dan J. "Corridor Pipeline: Hartley Creek Crossing." In 2002 4th International Pipeline Conference. ASMEDC, 2002. http://dx.doi.org/10.1115/ipc2002-27126.

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Construction of the 493 km Corridor Pipeline System commenced in summer 2000, and is scheduled for completion in 2002. The system connects the two major components of the Athabasca Oil Sands Project — the Muskeg River Mine, north of Ft. McMurray and the Upgrader adjacent to Shell Canada Limited’s Scotford Refinery, near Fort Saskatchewan. The pipeline will also link the Upgrader with terminals in the Edmonton Area. The system includes dual pipelines (610 mm and 323.9 mm O.D.) as well as associated pump stations and valve sites. Corridor Pipeline Limited is a wholly-owned subsidiary of BC Gas Inc. Corridor pipeline crosses Hartley Creek near the south boundary of Shell’s lease C-13, north of Ft. McMurray, in the Ft. McKay First Nations traditional lands. An evaluation of the proposed crossing completed for the project application identified the location as highly sensitive to pipeline construction activities because of the high fish habitat quality and historical presence of sport and coarse fish. Although a fish survey completed for the above evaluation identified only coarse fish species, the provincial approval for the project required a trenchless crossing method unless authorized in writing by the Director. After completing detailed geotechnical and fisheries assessments of the crossing site, authorization from the director was subsequently obtained to complete the crossing using an isolation method. Planning and consultation with Ft. McKay First Nations to construct through their traditional lands incorporated aspects of traditional ecological knowledge. As part of the program, Corridor Pipeline committed to completion of a traditional plant survey. The results of the survey identified Hartley Creek as having cultural significance to the band. The riparian zone in this area supports a large concentration of food and medicinal plant species. Specialized mitigative measures were incorporated in order to maintain the density and diversity of the Hartley Creek riparian zone. This paper presents information with regard to the environmental studies and the regulatory process used to obtain approval to complete construction of the Hartley Creek crossing using an isolation method instead of the trenchless method originally required by the provincial government. It also explains the consultation program with the Ft. McKay First Nations and environmental planning used to maintain the density and diversity of riparian vegetation at this culturally significant crossing location.
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Wang, Lizhong, Liping Fang, and Keith W. Hipel. "Modeling Water Rights Allocation in the South Saskatchewan River Basin in Canada." In 2006 IEEE International Conference on Systems, Man and Cybernetics. IEEE, 2006. http://dx.doi.org/10.1109/icsmc.2006.385142.

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Holliday, Chris, Andy Young, Terri Funk, and Carrie Murray. "The North Saskatchewan River Valley Landslide: Slope and Pipeline Condition Monitoring." In 2020 13th International Pipeline Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/ipc2020-9532.

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Abstract Following a loss of containment incident in July 2016 on a 16-inch diameter pipeline on the south slope of the North Saskatchewan River located in Saskatchewan, Canada, Husky completed extensive studies to understand and learn from the failure. The cause of the incident was ground movement resulting from a landslide complex on the slope involving two deep-seated compound basal shear slides as well as a near surface translational slide in heavily over consolidated marine clays of the Upper Cretaceous Lea Park Formation. One aspect of the studies has been to undertake structural analysis of the pipeline response to the loading imposed from the ground movement to minimize the potential for a similar occurrence from happening in the future and determine the integrity of the pipeline at the time of the assessment. Given the scale and complexity of the landslide, slope stabilization measures were not practical to implement, so repeat ILI using caliper and inertial measurement technology (IMU), in addition to a robust monitoring program was implemented. Realtime monitoring of ground movements, pipe strain and precipitation levels provided a monitoring and early-warning system combined with documented risk thresholds that identified when to proactively shut-in the pipeline. The methodology and findings of the slope monitoring and structural analysis that was undertaken to examine the robustness of the pipeline to withstand future landslide movement are presented herein. The work involved modelling of the pipeline history on the slope including loads that had accumulated in the original pipeline sections based on historical ILI results and slope monitoring. The pipeline orientation was parallel with the ground movement in the landslide complex, so the development of axial strain in the pipeline was the dominant load component, which are particularly damaging in the compression zone. The work provided recommendations and technical basis to continue safe operation of the pipeline with consideration of continuing ground movement and assisted the operator with decisions over the long-term strategy for the pipeline.
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Cocciolo, Peter P., and Bob Zeleny. "Risk Reduction Measures Applied to Horizontal Directional Drilling of a Complex Pipeline River Crossing in Canada." In 2004 International Pipeline Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/ipc2004-0069.

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In August and September of 2003, Terasen Pipelines (Trans Mountain) Inc. successfully completed the Horizontal Directionally Drilled [HDD] replacement of it’s NPS 24” pipeline crossing at the Fraser River from Surrey to Coquitlam in southwestern British Columbia. The pipeline replacement was necessary to mitigate the high seismic risk from liquefaction induced lateral spreading of soils on the north and south shores of the Fraser River. The high level of urban development and the close proximity of major linear infrastructure on both sides of the river created spatial restrictions which increased the complexity and risk of the HDD crossing. Measures to reduce construction risks and limit Terasen’s exposure to claims for changed subsurface conditions, environmental damage due to frac-outs, delays, pipe and coating damage, and inability to complete the crossing, were applied. Important strategies used during planning and construction of the crossing included: proper selection of the pipeline route and laydown corridor, site specific geotechnical investigation, HDD annular pressure monitoring, HDD electronic drilling recording, and a contractor pre-qualification process. The final result was that the contractors successfully drilled and installed the 1293m long HDD crossing over a period of one month, without incident. This paper presents the challenges and solutions implemented by the project team to bring the project to its successful conclusion.
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Kanzaki, G. Arthur, Stephen L. Grant, and Jarrod R. MacKenzie. "When HDD Construction Shifts Happen: Insertion of a Casing Sleeve Mitigated a Major Threat to Completion of the Project." In 2014 10th International Pipeline Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/ipc2014-33096.

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This paper will discuss how the project team planned, designed and constructed a unique and innovative casing sleeve as one of the key solutions to overcome a major threat to the completion of a horizontal directional drilling (“HDD”) project (“Fraser River South Arm Crossing Upgrade Project” or “Fraser River Crossing”). In 2009 FortisBC Energy Inc. (“FortisBC”) started construction to upgrade its NPS 20 and NPS 24 pipeline crossings of the Fraser River, the largest river in the province of BC, Canada via HDD. Due to the poor surface geology at this location on the Fraser River, temporary surface casings were required on both sides of the crossing to get drilling activities into a formation suitable for conducting an HDD crossing. As a result, the Fraser River Crossing required an HDD rig to drill concurrently from either side of the crossing in order to create a continuous borehole (also known as an intersect crossing). During the pullback of the NPS 24 - 1.35 km crossing section, a major mechanical failure occurred when over 95% of the length had been pulled through. After multiple attempts to resume pullback by the HDD rigs and other onsite equipment were unsuccessful, the project team was left with the major challenge(s) of determining how else the crossing could be completed and the pipeline tied in on both sides of the river without incurring major business interruption in a busy industrial section of Richmond, BC. Moreover, FortisBC was faced with the possibility of having to abandon the project and the millions spent up to that point in time with no value. This paper will focus on how the project team overcame the challenge and mitigated long term operational issues that included maintaining adequate cathodic protection. Learn how the combined efforts of a multi-disciplined project team planned, designed, fabricated and ultimately successfully inserted an innovative casing sleeve, although unproven at the time and with its share of additional risks, after reviewing an extensive assessment of numerous alternatives as the optimum solution in order for FortisBC to finally complete the upgrade of its pipeline system.
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