| 000 | 00000nam 2200000zi 4500 |
| 001 | 9.872046 |
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| 003 | CaOODSP |
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| 005 | 20241203113648 |
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| 006 | m o d f |
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| 007 | cr bn||||||||| |
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| 008 | 190425s2005 onca ob f|00 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 |aEn13-5/05-173E-PDF |
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| 100 | 1 |aHe, Cheng, |d1957- |eauthor. |
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| 245 | 10|aEvolutionary design of the inlet structure of high-rate stormwater clarifier / |cCheng He, Jim Wood, Jiri Marsalek, and Quintin Rochfort. |
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| 264 | 1|aBurlington, Ontario : |bEnvironment Canada, National Water Research Institute = Environnement Canada, Institut national de recherche sur les eaux, |c[2005] |
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| 300 | |a1 online resource (30 pages) : |billustrations. |
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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 ; |v05-173 |
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| 500 | |aDigitized edition from print [produced by Environment and Climate Change Canada]. |
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| 500 | |aCaption title. |
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| 504 | |aIncludes bibliographical references. |
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| 520 | |a"A computational fluid dynamics (CFD) model was used for redesigning a lamellar clarifier for high-rate stormwater treatment. Flow patterns in the clarifier were simulated using a volume layouts of the inlet structure"--Abstract. |
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| 692 | 07|2gccst|aWater quality |
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| 692 | 07|2gccst|aLakes |
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| 700 | 1 |aWood, Jim, |eauthor. |
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| 700 | 1 |aMarsalek, J., |eauthor. |
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| 700 | 1 |aRochfort, Quintin Julian, |d1968- |eauthor. |
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| 710 | 1 |aCanada. |bEnvironment Canada. |
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| 710 | 2 |aNational Water Research Institute (Canada) |
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| 830 | #0|aNWRI contribution ;|v05-173.|w(CaOODSP)9.844121 |
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| 856 | 40|qPDF|s1.90 MB|uhttps://publications.gc.ca/collections/collection_2019/eccc/en13-5/En13-5-05-173-eng.pdf |
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