DYKES ON PERMAFROST, KELSEY GENERATING STATION, MANITOBA
Performance studies of two major, but relatively small (2000-ft (~610m) long, maximum height 20 ft (6.1 m)), sand dykes constructed on perennially frozen ground were initiated in 1958 at the Kelsey Generating Station of Manitoba Hydro on the Nelson River. Permafrost occurred under these dykes in sca...
Published in: | Canadian Geotechnical Journal |
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Main Author: | |
Format: | Article in Journal/Newspaper |
Language: | English |
Published: |
Canadian Science Publishing
1969
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Subjects: | |
Online Access: | http://dx.doi.org/10.1139/t69-013 http://www.nrcresearchpress.com/doi/pdf/10.1139/t69-013 |
_version_ | 1821584433417814016 |
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author | Johnston, G. H. |
author_facet | Johnston, G. H. |
author_sort | Johnston, G. H. |
collection | Canadian Science Publishing |
container_issue | 2 |
container_start_page | 139 |
container_title | Canadian Geotechnical Journal |
container_volume | 6 |
description | Performance studies of two major, but relatively small (2000-ft (~610m) long, maximum height 20 ft (6.1 m)), sand dykes constructed on perennially frozen ground were initiated in 1958 at the Kelsey Generating Station of Manitoba Hydro on the Nelson River. Permafrost occurred under these dykes in scattered islands or patches of variable thickness and size.Preliminary analyses, though only approximate, indicated that within a 50-year period significant thawing would occur beneath the dyke–water interface and that the permafrost under the reservoir would thaw completely. Ground settlements of as much as 6 ft (1.8 m) were to be expected as thawing took place. To check the estimated performance, field instrumentation was installed and an observational program begun in 1959.A distinct pattern of thawing and settlement each year has been observed. Major thawing and settlement occur during the summer months at rates that are greater than those experienced during the winter. The change in rate of thaw (and thus also the rate of settlement, which is partly a function of thawing) is directly connected with the change in water temperature or rate of heat flow into the ground. |
format | Article in Journal/Newspaper |
genre | Nelson River permafrost |
genre_facet | Nelson River permafrost |
geographic | Kelsey Generating Station |
geographic_facet | Kelsey Generating Station |
id | crcansciencepubl:10.1139/t69-013 |
institution | Open Polar |
language | English |
long_lat | ENVELOPE(-96.538,-96.538,56.041,56.041) |
op_collection_id | crcansciencepubl |
op_container_end_page | 158 |
op_doi | https://doi.org/10.1139/t69-013 |
op_rights | http://www.nrcresearchpress.com/page/about/CorporateTextAndDataMining |
op_source | Canadian Geotechnical Journal volume 6, issue 2, page 139-158 ISSN 0008-3674 1208-6010 |
publishDate | 1969 |
publisher | Canadian Science Publishing |
record_format | openpolar |
spelling | crcansciencepubl:10.1139/t69-013 2025-01-16T23:08:06+00:00 DYKES ON PERMAFROST, KELSEY GENERATING STATION, MANITOBA Johnston, G. H. 1969 http://dx.doi.org/10.1139/t69-013 http://www.nrcresearchpress.com/doi/pdf/10.1139/t69-013 en eng Canadian Science Publishing http://www.nrcresearchpress.com/page/about/CorporateTextAndDataMining Canadian Geotechnical Journal volume 6, issue 2, page 139-158 ISSN 0008-3674 1208-6010 Civil and Structural Engineering Geotechnical Engineering and Engineering Geology journal-article 1969 crcansciencepubl https://doi.org/10.1139/t69-013 2024-04-09T06:56:26Z Performance studies of two major, but relatively small (2000-ft (~610m) long, maximum height 20 ft (6.1 m)), sand dykes constructed on perennially frozen ground were initiated in 1958 at the Kelsey Generating Station of Manitoba Hydro on the Nelson River. Permafrost occurred under these dykes in scattered islands or patches of variable thickness and size.Preliminary analyses, though only approximate, indicated that within a 50-year period significant thawing would occur beneath the dyke–water interface and that the permafrost under the reservoir would thaw completely. Ground settlements of as much as 6 ft (1.8 m) were to be expected as thawing took place. To check the estimated performance, field instrumentation was installed and an observational program begun in 1959.A distinct pattern of thawing and settlement each year has been observed. Major thawing and settlement occur during the summer months at rates that are greater than those experienced during the winter. The change in rate of thaw (and thus also the rate of settlement, which is partly a function of thawing) is directly connected with the change in water temperature or rate of heat flow into the ground. Article in Journal/Newspaper Nelson River permafrost Canadian Science Publishing Kelsey Generating Station ENVELOPE(-96.538,-96.538,56.041,56.041) Canadian Geotechnical Journal 6 2 139 158 |
spellingShingle | Civil and Structural Engineering Geotechnical Engineering and Engineering Geology Johnston, G. H. DYKES ON PERMAFROST, KELSEY GENERATING STATION, MANITOBA |
title | DYKES ON PERMAFROST, KELSEY GENERATING STATION, MANITOBA |
title_full | DYKES ON PERMAFROST, KELSEY GENERATING STATION, MANITOBA |
title_fullStr | DYKES ON PERMAFROST, KELSEY GENERATING STATION, MANITOBA |
title_full_unstemmed | DYKES ON PERMAFROST, KELSEY GENERATING STATION, MANITOBA |
title_short | DYKES ON PERMAFROST, KELSEY GENERATING STATION, MANITOBA |
title_sort | dykes on permafrost, kelsey generating station, manitoba |
topic | Civil and Structural Engineering Geotechnical Engineering and Engineering Geology |
topic_facet | Civil and Structural Engineering Geotechnical Engineering and Engineering Geology |
url | http://dx.doi.org/10.1139/t69-013 http://www.nrcresearchpress.com/doi/pdf/10.1139/t69-013 |