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Edmonton (Upper) - North Saskatchewan River - flood hazard study

Description

This study delineates flood hazard areas and determines design flood levels along the North Saskatchewan River through Edmonton. The study area includes about 27 km of river upstream of the High... More ≫

Description

This study delineates flood hazard areas and determines design flood levels along the North Saskatchewan River through Edmonton. The study area includes about 27 km of river upstream of the High Level Bridge. The design discharge for the North Saskatchewan River is 5270 m³/s. The study was prepared in May 1995. 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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Red Deer - Waskasoo Creek - flood hazard study

Description

This study delineates flood hazard areas and determines design flood levels along an approximate 9 km reach of Waskasoo Creek through Red Deer. The design discharge for Waskasoo Creek is 26.4 m³/s... More ≫

Description

This study delineates flood hazard areas and determines design flood levels along an approximate 9 km reach of Waskasoo Creek through Red Deer. The design discharge for Waskasoo Creek is 26.4 m³/s upstream of the Piper Creek confluence and 59.0 m³/s downstream, to the Red Deer River confluence. The original study was prepared in May 1992. The study reach was extended and flood hazard mapping was revised in June 1995. An addendum was published in March 1995. The original report and addendum constitute the revised final report. 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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Ponoka - Battle River - flood hazard study

Description

This study delineates flood hazard areas and determines flood levels along an approximate 8 km reach of the Battle River through Ponoka. The design discharge for the Battle River is 452 m³/s. The... More ≫

Description

This study delineates flood hazard areas and determines flood levels along an approximate 8 km reach of the Battle River through Ponoka. The design discharge for the Battle River is 452 m³/s. The study was prepared in October 1994. 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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Edmonton (Lower) - North Saskatchewan River - flood hazard study

Description

This study delineates flood hazard areas and determines design flood levels along the North Saskatchewan River through Edmonton. The study area includes about 37 km of river downstream of the High... More ≫

Description

This study delineates flood hazard areas and determines design flood levels along the North Saskatchewan River through Edmonton. The study area includes about 37 km of river downstream of the High Level Bridge. The design discharge for the North Saskatchewan River is 5270 m³/s. The study was prepared in June 1994. 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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Hinton - Athabasca River and Tributaries - flood hazard study

Description

This study delineates flood hazard areas and determines design flood levels for Athabasca River and Happy, Hardisty and Maskuta Creeks through Hinton. The study area includes an almost 10 km reach... More ≫

Description

This study delineates flood hazard areas and determines design flood levels for Athabasca River and Happy, Hardisty and Maskuta Creeks through Hinton. The study area includes an almost 10 km reach of the Athabasca River, an almost 4 km reach of Hardisty Creek and less than 1 km reaches of both Happy and Maskuta Creeks. The design discharge for the Athabasca River is 1390 m³/s. The design discharges for Happy, Hardisty and Maskuta Creeks are 33.2 m³/s, 10.6 m³/s and 134 m³/s respectively. The study was prepared in May 1994. 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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Vegreville - Vermilion River and Tributary - flood hazard study

Description

This study delineates flood hazard areas and determines design flood levels along the Vermilion River and an unnamed tributary through Vegreville. The study area includes an approximate 14 km... More ≫

Description

This study delineates flood hazard areas and determines design flood levels along the Vermilion River and an unnamed tributary through Vegreville. The study area includes an approximate 14 km reach of the Vermilion River and an approximate 13 km reach of tributary stream. The design discharge for the Vermilion River and the tributary are 73.0 m³/s and 3.3 m³/s respectively. The study was prepared in April 1994. 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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Canmore - Cougar Creek - flood hazard study

Description

This study delineates flood hazard areas and determines design flood levels along an approximate 3 km reach of Cougar Creek through Canmore. The design discharge for Cougar Creek is 19.3 m³/s. The... More ≫

Description

This study delineates flood hazard areas and determines design flood levels along an approximate 3 km reach of Cougar Creek through Canmore. The design discharge for Cougar Creek is 19.3 m³/s. The study was prepared in March 1994. 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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Camrose - Camrose Creek and Tributary - flood hazard study

Description

This study delineates flood hazard areas and determines flood levels along an almost 9 km reach of Camrose Creek and an approximate 2 km reach of an unnamed tributary through Camrose. The design... More ≫

Description

This study delineates flood hazard areas and determines flood levels along an almost 9 km reach of Camrose Creek and an approximate 2 km reach of an unnamed tributary through Camrose. The design discharge for Camrose Creek ranges from 30.8 m³/s at the upstream study extent to between 33.1 m³/s and 35.1 m³/s farther downstream. The design discharge for the tributary is 5.1 m³/s. The study was prepared in February 1994. 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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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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Canmore - Bow River and Policeman Creek - flood hazard study

Description

This study delineates flood hazard areas and determines design flood levels along the Bow River and Policeman Creek through Canmore. The study area includes an approximate 20 km reach of the Bow... More ≫

Description

This study delineates flood hazard areas and determines design flood levels along the Bow River and Policeman Creek through Canmore. The study area includes an approximate 20 km reach of the Bow River and an almost 6 km reach of Policeman Creek. The design discharge for the Bow River is 673 m³/s upstream of the Policeman Creek confluence and 698 m³/s downstream of the confluence. The design discharge for Policeman Creek ranges from 95.8 m³/s at the Bow River confluence to 37.2 m³/s farther upstream, in a non-overflow area. 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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