| 000 | 00000nam 2200000zi 4500 |
| 001 | 9.876973 |
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| 003 | CaOODSP |
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| 005 | 20241203113650 |
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| 006 | m o d f |
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| 007 | cr ||||||||||| |
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| 008 | 190725e199011##oncdo #ob 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 |aEn13-5/90-99E-PDF |
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| 100 | 1 |aLau, Y. L., |eauthor. |
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| 245 | 10|aTemperature effect on settling velocity and deposition of cohesive sediments / |cby Y.L. Lau. |
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| 264 | 1|aBurlington, Ontario : |bCanada Centre for Inland Waters, National Water Research Institute, Rivers Research Branch, |cNovember 1990. |
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| 300 | |a1 online resource (12 pages, 10 unnumbered pages) : |bgraphs, photographs. |
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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 ; |v90-99 |
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| 500 | |a"RRB 90-70." |
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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 11-12). |
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| 520 | 3 |a"Results from deposition experiments in an annular flume are presented. Tests were carried out using kaolinite clay in distilled water and salt water as well as natural river water and sediment. Identical experiments carried out at different temperatures show that as temperature decreases, a larger proportion of the material initially suspended will settle out. The effective settling velocity is also higher when temperature decreases, in direct contrast to published results from settling tube experiments"--Abstract. |
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| 546 | |aIncludes abstract and management perspective in English and French. |
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| 692 | 07|2gccst|aSedimentology |
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| 692 | 07|2gccst|aTemperature |
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| 692 | 07|2gccst|aTesting |
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| 710 | 1 |aCanada. |bEnvironment Canada. |
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| 710 | 2 |aCanada Centre for Inland Waters. |
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| 710 | 2 |aNational Water Research Institute (Canada). |bRivers Research Branch. |
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| 830 | #0|aNWRI contribution ;|v90-99.|w(CaOODSP)9.844121 |
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| 856 | 40|qPDF|s1.66 MB|uhttps://publications.gc.ca/collections/collection_2019/eccc/en13-5/En13-5-90-99-eng.pdf |
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