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| 02194cam 2200397zi 4500 |
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| 001 | 9.878096 |
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| 003 | CaOODSP |
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| 005 | 20221107165139 |
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| 006 | m go d f |
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| 007 | cr |n||||||||| |
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| 008 | 190816s1992 oncd #otb f000 0 eng d |
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| 040 | |aCaOODSP|beng|erda|cCaOODSP |
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| 041 | |aeng|bfre |
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| 043 | |an-cn--- |
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| 086 | 1 |aEn13-5/92-24E-PDF |
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| 100 | 1 |aBishop, Craig Timothy, |d1953- |eauthor. |
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| 245 | 10|aCohesive profile erosion by waves / |cC.T. Bishop, M.G. Skafel and R. Nairn. |
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| 264 | 1|aBurlington, Ontario : |bResearch and Applications Branch, National Water Research Institute, |c[1992] |
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| 300 | |a1 online resource (14 pages) : |bfigures. |
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| 336 | |atext|btxt|2rdacontent |
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| 337 | |acomputer|bc|2rdamedia |
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| 338 | |aonline resource|bcr|2rdacarrier |
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| 490 | 1 |aNWRI contribution ; |v92-24 |
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| 500 | |aDigitized edition from print [produced by Environment and Climate Change Canada]. |
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| 504 | |aIncludes bibliographical references (pages 13-14). |
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| 520 | |a"A large part of the Great Lakes shoreline consists of cohesive materials, especially till. These shorelines are typically characterized by an eroding backshore bluff and a small beach; cohesive material underlays the beach of sandy material. These shorelines erode in a manner that is fundamentally different from sandy shorelines. The tests described here in are the first laboratory tests to document the relationships between waves, water levels, and erosion of cohesive shores. Preliminary results were used in the Erosion Processes Evaluation report for the IJC Great Lakes - St. Lawrence River Levels Reference Study Board"--Management Perspective. |
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| 546 | |aIncludes abstract in French. |
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| 692 | 07|2gccst|aErosion |
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| 692 | 07|2gccst|aHydrology |
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| 700 | 1 |aSkafel, M. G., |eauthor. |
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| 700 | 1 |aNairn, R., |eauthor. |
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| 710 | 1 |aCanada. |bEnvironment Canada. |
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| 710 | 2 |aNational Water Research Institute (Canada). |bResearch and Applications Branch. |
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| 830 | #0|aNWRI contribution ;|v92-24.|w(CaOODSP)9.844121 |
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| 856 | 40|qPDF|s2.07 MB|uhttps://publications.gc.ca/collections/collection_2019/eccc/en13-5/En13-5-92-24-eng.pdf |
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