All Resources

Manning - Notikewin River - flood hazard study

Description

This study delineates flood hazard areas and determines flood levels along an approximate 8 km reach of the Notikewin River through Manning. The design discharge for the Notikewin River is 2590... More ≫

Description

This study delineates flood hazard areas and determines flood levels along an approximate 8 km reach of the Notikewin River through Manning. The design discharge for the Notikewin River is 2590 m³/s. The study was prepared in July 2000. 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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Fort Vermilion - Peace River - flood hazard study

Description

This study delineates the flood hazard areas and determines design flood levels along an approximately 26 km reach of the Peace River through Fort Vermilion. The design discharge for the Peace... More ≫

Description

This study delineates the flood hazard areas and determines design flood levels along an approximately 26 km reach of the Peace River through Fort Vermilion. The design discharge for the Peace River is 12640 m³/s. The study was prepared in July 2000. 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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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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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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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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Medicine Hat - South Saskatchewan River, Ross and Seven Persons Creeks - flood hazard study

Description

This study delineates flood hazard areas and determines design flood levels along the South Saskatchewan River as well as Ross and Seven Persons Creeks through Medicine Hat. The study area... More ≫

Description

This study delineates flood hazard areas and determines design flood levels along the South Saskatchewan River as well as Ross and Seven Persons Creeks through Medicine Hat. The study area includes an approximate 35 km reach of the South Saskatchewan River, an approximate 3 km reach of Ross Creek and an approximate 11 km reach of Seven Persons Creek. Ross Creek joins Seven Persons Creek less than 1 km upstream of its confluence with the South Saskatchewan River. The design discharge for the South Saskatchewan River is 5230 m³/s. The design discharge for Ross Creek is 152 m³/s. The design discharge for Seven Persons Creek is 121 m³/s upstream of the Ross Creek confluence and 273 m³/s downstream of the confluence. The original study was prepared in May 1986. An addendum with updated flood hazard mapping was published in February 1991. The original report, addendum and updated mapping constitute the revised study. Flood information available after study completion may not be reflected...

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Cochrane - Bow River, Bighill and Jumpingpound Creeks - flood hazard study

Description

This study delineates flood hazard areas and determines design flood levels along the Bow River and Bighill and Jumpingpound Creeks through Cochrane. The study area includes about 27 kilometres of... More ≫

Description

This study delineates flood hazard areas and determines design flood levels along the Bow River and Bighill and Jumpingpound Creeks through Cochrane. The study area includes about 27 kilometres of the Bow River, almost five kilometres of Bighill Creek and about five kilometres of Jumpingpound Creek. Ice jam flooding is the design condition along the Bow River. The study uses analysis of historic ice jam data at River Avenue Bridge to determine 100-year ice jam water levels along the Bow River mainstem. Open water flooding is the design condition for Bighill and Jumpingpound Creeks. The design discharges for Bighill and Jumpingpound Creeks are 20.8 m³/s and 323 m³/s respectively. The headwaters of the Bow River are in the Rocky Mountains upstream of Lake Louise. Although there are a number of storage reservoirs in the basin upstream of Cochrane, their primary purpose is to provide hydroelectric power and thus they offer little opportunity to moderate flood flows. The original study...

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