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| 02158cam 2200409zi 4500 |
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| 001 | 9.876152 |
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| 003 | CaOODSP |
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| 005 | 20221107164631 |
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| 006 | m o d f |
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| 007 | cr |n||||||||| |
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| 008 | 190710e19970627oncad |obt f00| 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-on |
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| 086 | 1 |aEn36-518/97-005E-PDF |
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| 100 | 1 |aLarkin, G. A., |eauthor. |
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| 245 | 10|aLaboratory testing of the Ontario Concrete Pipe Association oil/grit separator / |cG.A. Larkin and J. Marsalek. |
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| 246 | 14|aLaboratory testing of the Ontario Concrete Products Association oil/grit separator |
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| 264 | 1|aBurlington, Ontario : |bNational Water Research Institute, |cJune 27, 1997. |
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| 300 | |a1 online resource (19 pages) : |billustrations, charts. |
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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 |aTechnical note ; |vno. AEP-TN97-005 |
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| 500 | |aDigitized edition from print [produced by Environment and Climate Change Canada]. |
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| 504 | |aIncludes bibliographical references (page 19). |
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| 520 | 3 |a"The Ontario Concrete Pipe Association designed an oil/grit separator to separate floatables (specifically oils) and sediments from stormwater flow in sewer lines. Low flows are diverted from the main sewer line by a low sill into an off-line separation chamber. Higher flows overflow the sill and bypass the separation chamber, hence not disturbing trapped sediment and floatables. Hydraulic testing on a laboratory scale model was undertaken by the National Water Research Institute"--Abstract. |
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| 546 | |aIncludes some text in French. |
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| 653 | 0|aSewer design |
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| 692 | 07|2gccst|aWater pollution |
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| 692 | 07|2gccst|aSediments |
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| 700 | 1 |aMarsalek, J., |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|aTechnical note (National Water Research Institute (Canada))|vno. AEP-TN97-005.|w(CaOODSP)9.862532 |
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| 856 | 40|qPDF|s1.39 MB|uhttps://publications.gc.ca/collections/collection_2019/eccc/En36-518-97-005-eng.pdf |
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