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001	9.921038
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008	230123e199303##abcdb   ob   f|0| 0 eng d
040	|aCaOODSP|beng|erda|cCaOODSP
043	|an-cn-ab
086	1 |aEn37-603/1993E-PDF
100	1 |aAitken, W. T., |eauthor.
245	10|aAthabasca hydraulic study / |cprepared by: W.T. Aitken, R. Sapach, M.H. Ghaniabadi.
264	1|a[Edmonton] : |bEnvironment Canada, Water Planning and Management Branch, Engineering Division, |cMarch 1993.
300	|a1 online resource (1 volume (various pagings)) : |bcharts, maps
336	|atext|btxt|2rdacontent
337	|acomputer|bc|2rdamedia
338	|aonline resource|bcr|2rdacarrier
500	|aDigitized edition from print [produced by Environment and Climate Change Canada].
504	|aIncludes bibliographical references (page [32]).
520	|a"The purpose of this study is to delineate the 1:100 year flood risk areas along the Athabasca River, Muskeg Creek, and the Tawatinaw River at the Town of Athabasca. The designation of flood risk and floodway zones, where new developments would be discouraged because of high water velocities, water depth exceeding one meter, or where encroachment onto the floodplain would increase the water surface by 0.3 m is important to town planners, provincial government agencies and the private sector involved in land development close to the river system. Therefore, it is important to identify the design floods and accurately determine the associated flood levels"--page 1.
650	0|aFlood forecasting|zAlberta|zAthabasca.
650	0|aFloodplains|zAlberta|zAthabasca.
650	6|aInondations|xPrévision|zAlberta|zAthabasca.
650	6|aPlaines inondables|zAlberta|zAthabasca.
710	1 |aCanada. |bEnvironment Canada, |eissuing body.
856	40|qPDF|s107 MB|uhttps://publications.gc.ca/collections/collection_2025/eccc/en37/En37-603-1993-eng.pdf