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Slave Lake - Sawridge Creek - flood hazard study

Description

This study delineates flood hazard areas and determines design flood levels along an approximate 13 km reach of Sawridge Creek through Slave Lake as well as almost 5 km along the Sawridge Creek... More ≫

Description

This study delineates flood hazard areas and determines design flood levels along an approximate 13 km reach of Sawridge Creek through Slave Lake as well as almost 5 km along the Sawridge Creek flood control channel. The study incorporates flow interactions between Lesser Slave Lake, the Lesser Slave River, Sawridge Creek and the flood control channel. The design discharge for Sawridge Creek is 170 m³/s upstream of the flood control channel and 83.0 m³/s downstream of the channel. The design discharge for the flood control channel itself is 87.0 m³/s. The study was prepared in March 1993. Flood information available after study completion may not be reflected in the current flood hazard study report or flood hazard mapping.

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Cardston - Lee Creek - flood hazard study

Description

This study delineates flood hazard areas and determines design flood levels along an approximate 6 km reach of Lee Creek through Cardston. The design discharge for Lee Creek is 328 m³/s. The study... More ≫

Description

This study delineates flood hazard areas and determines design flood levels along an approximate 6 km reach of Lee Creek through Cardston. The design discharge for Lee Creek is 328 m³/s. The study was prepared in September 1992. Flood information available after study completion may not be reflected in the current flood hazard study report or flood hazard mapping.

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High River - Highwood River, Baker Creek and Little Bow River - flood hazard study

Description

This study delineates flood hazard areas and determines design flood levels along an approximate 31 km length of the Highwood River through High River. The design discharge for the Highwood River... More ≫

Description

This study delineates flood hazard areas and determines design flood levels along an approximate 31 km length of the Highwood River through High River. The design discharge for the Highwood River ranges from 750 m³/s at the upstream study extent to 650 m³/s at the downstream extent. Included in the study area are lands flooded by overflow from the Highwood River into the Little Bow River via Baker Creek and the Little Bow Canal, along approximately 3 km of Baker Creek and almost 1 km of the Little Bow River. The flood hazard mapping in a portion of the overflow area and along the Little Bow River is currently under review by Environment and Sustainable Resource Development. The study was prepared in August 1992. Flood information available after study completion may not be reflected in the current flood hazard study report or flood hazard mapping.

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Black Diamond and Turner Valley - Sheep River - flood hazard study

Description

This study delineates flood hazard areas and determines design flood levels along an approximate 9 km reach of the Sheep River through Turner Valley and Black Diamond. The design discharge for the... More ≫

Description

This study delineates flood hazard areas and determines design flood levels along an approximate 9 km reach of the Sheep River through Turner Valley and Black Diamond. The design discharge for the Sheep River is 601 m³/s. The study was prepared in July 1992. Flood information available after study completion may not be reflected in the current flood hazard study report or flood hazard mapping.

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How to hire a consultant

Description

During the development of a heritage site, it may be necessary to turn to a professional consultant with a specific expertise. This Heritage Note presents information to help ensure that this... More ≫

Description

During the development of a heritage site, it may be necessary to turn to a professional consultant with a specific expertise. This Heritage Note presents information to help ensure that this process is a successful one. This is the second in a series of Heritage Notes, which are intended to provide guidance on a range of topics in the field of historic resource management.

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Alberta vegetation inventory standards manual : Version 2.1

Description

The Alberta Vegetation Inventory Standards Manual has been developed to support the collection of detailed vegetation information, which is necessary for Forest Management Agreement holders and... More ≫

Description

The Alberta Vegetation Inventory Standards Manual has been developed to support the collection of detailed vegetation information, which is necessary for Forest Management Agreement holders and the government department responsible for forestry matters to provide the best possible forest management plans, wildlife habitat classifications and integrated resource management plans. Major changes in Version 2.1 of the manual include dropping references to "productive" and "non-productive" forest land, changing the term "Site Index" to "Timber Productivity Rating", adding additional Field Check types, dropping "Photo Interpretation and Base Map Procedures and Specifications" as well as "Standards" (audit) from the manual.

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Fort Macleod - Oldman River - flood hazard study

Description

This study delineates flood hazard areas and determines design flood levels along an approximate 13 km reach of the Oldman River upstream of the Willow Creek confluence and through Fort MacLeod.... More ≫

Description

This study delineates flood hazard areas and determines design flood levels along an approximate 13 km reach of the Oldman River upstream of the Willow Creek confluence and through Fort MacLeod. The study area also includes an almost 6 km reach of an abandoned river channel that conveys flood flow. The design discharge for the Oldman River is 1945 m³/s. The study was prepared in November 1991. Flood information available after study completion may not be reflected in the current flood hazard study report or flood hazard mapping.

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Reference method for source testing : measurement of emissions of total reduced sulphur compounds from sour gas plants

Description

The sampling and analysis methods described in this document are intended to be used to determine the emissions of total reduced sulphur compounds from sour gas plant operations.

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Red Deer - Red Deer River - flood hazard study

Description

This study delineates flood hazard areas and determines design flood levels along an approximate 18 km reach of the Red Deer River through Red Deer. The design discharge for the Red Deer River is... More ≫

Description

This study delineates flood hazard areas and determines design flood levels along an approximate 18 km reach of the Red Deer River through Red Deer. The design discharge for the Red Deer River is 1470 m³/s. The study was prepared in June 1991. Flood information available after study completion may not be reflected in the current flood hazard study report or flood hazard mapping.

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Terrain and vegetation inventories of the Notikewin South area, Alberta (1990-1991)

Description

Presents the results of a project to conduct terrain and vegetation resource inventories of the Notikewin South area. This information was required as data for land use evaluations and resource... More ≫

Description

Presents the results of a project to conduct terrain and vegetation resource inventories of the Notikewin South area. This information was required as data for land use evaluations and resource planning and management. The Notikewin South study area is located in northwestern Alberta and comprises some 15,000 square kilometres of land bounded on the south and east by the Peace River, on the west by the Alberta-British Columbia border and on the north by the Notikewin River.

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