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Red Deer River flood study

Description

This study assesses and identifies flood and river-related hazards along 51 km of the Red Deer River, 35 km of Waskasoo Creek and 20 km of Piper Creek, through Penhold, Red Deer, Lacombe County... More ≫

Description

This study assesses and identifies flood and river-related hazards along 51 km of the Red Deer River, 35 km of Waskasoo Creek and 20 km of Piper Creek, through Penhold, Red Deer, Lacombe County and Red Deer County.

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Eckville - Medicine River and Lasthill Creek - flood hazard study

Description

This study delineates flood hazard areas and determines design flood levels along the Medicine River and Lasthill Creek through Eckville. The study area includes an approximate 13 km reach of the... More ≫

Description

This study delineates flood hazard areas and determines design flood levels along the Medicine River and Lasthill Creek through Eckville. The study area includes an approximate 13 km reach of the Medicine River and an approximate 5 km reach of Lasthill Creek. The design discharge for the Medicine River downstream of the Lasthill Creek confluence is 249 m³/s. The design discharges for the Medicine River and Lasthill Creek upstream of their confluence are 174 m³/s and 75.0 m³/s respectively. The study was prepared in December 2006. 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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Lacombe - Wolf Creek and Tributary - flood hazard study

Description

This study delineates flood hazard areas and determines design flood levels along Wolf Creek and an unnamed tributary through Lacombe. The study area includes an almost 9 km reach of Wolf Creek... More ≫

Description

This study delineates flood hazard areas and determines design flood levels along Wolf Creek and an unnamed tributary through Lacombe. The study area includes an almost 9 km reach of Wolf Creek and approximate 2 km of tributary stream length. The design discharge for Wolf Creek is 36.4 m³/s downstream of Highway 2, 40.1 m³/s upstream Highway 2 and at Highway 2A and 29.7 m³/s upstream of Highway 12. The design discharge of the tributary is 13.3 m³/s. The study was prepared in June 1996. 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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