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Marten Beach flood study

Description

This study assesses and identifies flood hazards along 3 km of Marten Creek and 1 km of an unnamed tributary through Municipal District of Lesser Slave River, including Marten Beach.

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Rochester flood study

Description

This study assesses and identifies flood hazards along 8 km of the Tawatinaw River through Athabasca County, including Rochester.

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Sangudo flood study

Description

This study assesses and identifies flood hazards along 6 km of the Pembina River through Lac Ste. Anne County, including Sangudo.

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Athabasca flood study

Description

This study assesses and identifies flood hazards along 8 km of the Athabasca River, 8 km of Muskeg Creek, and 6 km of the Tawatinaw River through Athabasca and Athabasca County.

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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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Athabasca - Athabasca River, Muskeg Creek and Tawatinaw River - flood hazard study

Description

This study delineates flood hazard areas and determines design flood levels along the Athabasca River, Muskeg Creek and the Tawatinaw River through Athabasca. The study area includes an almost 6... More ≫

Description

This study delineates flood hazard areas and determines design flood levels along the Athabasca River, Muskeg Creek and the Tawatinaw River through Athabasca. The study area includes an almost 6 km reach of the Athabasca River, an almost 1 km reach of Muskeg Creek and an approximate 3 km reach of the Tawatinaw River. The design discharge for the Athabasca River is 6200 m³/s. The design discharges for Muskeg Creek and the Tawatinaw River are 30.0 m³/s and 65.0 m³/s respectively. 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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