Summary report on Athabasca River power development Crooked Rapids site study

In December, 1973, the Environmental Planning Division of the Department of the Environment invited proposals for preliminary studies associated with a proposed dam on the Athabasca River in the vicinity of Crooked Rapids. This study was carried out in co-operation with the Energy Resources Conserva...

Full description

Bibliographic Details
Main Author: Mussavind, T. V.
Format: Report
Language:English
Published: 1975
Subjects:
Dam
Ice
Online Access:https://era.library.ualberta.ca/items/d1ac5fc2-7958-42ec-81e8-5ffcd48cc7ba
https://doi.org/10.7939/R3XW47W84
id ftunivalberta:oai:era.library.ualberta.ca:d1ac5fc2-7958-42ec-81e8-5ffcd48cc7ba
record_format openpolar
spelling ftunivalberta:oai:era.library.ualberta.ca:d1ac5fc2-7958-42ec-81e8-5ffcd48cc7ba 2023-05-15T15:26:01+02:00 Summary report on Athabasca River power development Crooked Rapids site study Mussavind, T. V. 1975-01-01 https://era.library.ualberta.ca/items/d1ac5fc2-7958-42ec-81e8-5ffcd48cc7ba https://doi.org/10.7939/R3XW47W84 English eng https://era.library.ualberta.ca/items/d1ac5fc2-7958-42ec-81e8-5ffcd48cc7ba doi:10.7939/R3XW47W84 This material is provided under educational reproduction permissions included in Alberta Environment and Sustainable Resource Development's Copyright and Disclosure Statement, see terms at http://www.environment.alberta.ca/copyright.html. This Statement requires the following identification: \"The source of the materials is Alberta Environment and Sustainable Resource Development http://www.environment.gov.ab.ca/. The use of these materials by the end user is done without any affiliation with or endorsement by the Government of Alberta. Reliance upon the end user's use of these materials is at the risk of the end user. Planning Alberta Economics Hydrology Athabasca River Hydropower Dam Ice Report 1975 ftunivalberta https://doi.org/10.7939/R3XW47W84 2022-08-22T20:14:02Z In December, 1973, the Environmental Planning Division of the Department of the Environment invited proposals for preliminary studies associated with a proposed dam on the Athabasca River in the vicinity of Crooked Rapids. This study was carried out in co-operation with the Energy Resources Conservation Board and under the direction of B.C. Doell study co-ordinator. In March, 1974, the study was awarded to Thurber Consultants Ltd. who had submitted a joint proposal with Crippen Engineering Ltd. and Northwest Hydraulic Consultants Ltd. The Consultants' report was submitted in two volumes in early February, 1975. This is a summary of the Consultant’s findings. It should be noted, however, that owing to the complicated conditions at Crooked Rapids, a summary of reasonable length cannot cover all aspects of the situation. Consequently, Volume 1 of the Consultant’s report must also be read before a full appreciation of the various problems can be obtained. The Consultants were requested to carry out preliminary studies to determine the technical feasibility and estimated cost of constructing a dam in the vicinity of Crooked Rapids. The study was to encompass all engineering considerations of alternate dam alignments and heights, and was to include such items as site inspection, site mapping, hydrological and geological investigations, borrow investigation, shoreline stability problems, ice and sedimentation problems, predictable upstream and downstream effects, hydro power generation potential and potential for flood control. It was considered that the technical feasibility of constructing a dam at Crooked Rapids should be established prior to carrying out a detailed environmental assessment. Therefore this did not constitute part of the consultants assignment. The study was to assume that any dam which might be constructed at Crooked Rapids would be the first development on the rover. Consequently, the project as proposed and studies did not have the benefit of any upstream storage Report Athabasca River University of Alberta: Era - Education and Research Archive Athabasca River
institution Open Polar
collection University of Alberta: Era - Education and Research Archive
op_collection_id ftunivalberta
language English
topic Planning
Alberta
Economics
Hydrology
Athabasca River
Hydropower
Dam
Ice
spellingShingle Planning
Alberta
Economics
Hydrology
Athabasca River
Hydropower
Dam
Ice
Mussavind, T. V.
Summary report on Athabasca River power development Crooked Rapids site study
topic_facet Planning
Alberta
Economics
Hydrology
Athabasca River
Hydropower
Dam
Ice
description In December, 1973, the Environmental Planning Division of the Department of the Environment invited proposals for preliminary studies associated with a proposed dam on the Athabasca River in the vicinity of Crooked Rapids. This study was carried out in co-operation with the Energy Resources Conservation Board and under the direction of B.C. Doell study co-ordinator. In March, 1974, the study was awarded to Thurber Consultants Ltd. who had submitted a joint proposal with Crippen Engineering Ltd. and Northwest Hydraulic Consultants Ltd. The Consultants' report was submitted in two volumes in early February, 1975. This is a summary of the Consultant’s findings. It should be noted, however, that owing to the complicated conditions at Crooked Rapids, a summary of reasonable length cannot cover all aspects of the situation. Consequently, Volume 1 of the Consultant’s report must also be read before a full appreciation of the various problems can be obtained. The Consultants were requested to carry out preliminary studies to determine the technical feasibility and estimated cost of constructing a dam in the vicinity of Crooked Rapids. The study was to encompass all engineering considerations of alternate dam alignments and heights, and was to include such items as site inspection, site mapping, hydrological and geological investigations, borrow investigation, shoreline stability problems, ice and sedimentation problems, predictable upstream and downstream effects, hydro power generation potential and potential for flood control. It was considered that the technical feasibility of constructing a dam at Crooked Rapids should be established prior to carrying out a detailed environmental assessment. Therefore this did not constitute part of the consultants assignment. The study was to assume that any dam which might be constructed at Crooked Rapids would be the first development on the rover. Consequently, the project as proposed and studies did not have the benefit of any upstream storage
format Report
author Mussavind, T. V.
author_facet Mussavind, T. V.
author_sort Mussavind, T. V.
title Summary report on Athabasca River power development Crooked Rapids site study
title_short Summary report on Athabasca River power development Crooked Rapids site study
title_full Summary report on Athabasca River power development Crooked Rapids site study
title_fullStr Summary report on Athabasca River power development Crooked Rapids site study
title_full_unstemmed Summary report on Athabasca River power development Crooked Rapids site study
title_sort summary report on athabasca river power development crooked rapids site study
publishDate 1975
url https://era.library.ualberta.ca/items/d1ac5fc2-7958-42ec-81e8-5ffcd48cc7ba
https://doi.org/10.7939/R3XW47W84
geographic Athabasca River
geographic_facet Athabasca River
genre Athabasca River
genre_facet Athabasca River
op_relation https://era.library.ualberta.ca/items/d1ac5fc2-7958-42ec-81e8-5ffcd48cc7ba
doi:10.7939/R3XW47W84
op_rights This material is provided under educational reproduction permissions included in Alberta Environment and Sustainable Resource Development's Copyright and Disclosure Statement, see terms at http://www.environment.alberta.ca/copyright.html. This Statement requires the following identification: \"The source of the materials is Alberta Environment and Sustainable Resource Development http://www.environment.gov.ab.ca/. The use of these materials by the end user is done without any affiliation with or endorsement by the Government of Alberta. Reliance upon the end user's use of these materials is at the risk of the end user.
op_doi https://doi.org/10.7939/R3XW47W84
_version_ 1766356585544679424