| 000 | 00000nam 2200000zi 4500 |
| 001 | 9.876152 |
| 003 | CaOODSP |
| 005 | 20241203113650 |
| 006 | m o d f |
| 007 | cr |n||||||||| |
| 008 | 190710e19970627oncad |obt f00| 0 eng d |
| 040 | |aCaOODSP|beng|erda|cCaOODSP |
| 041 | |aeng|bfre |
| 043 | |an-cn-on |
| 086 | 1 |aEn36-518/97-005E-PDF |
| 100 | 1 |aLarkin, G. A., |eauthor. |
| 245 | 10|aLaboratory testing of the Ontario Concrete Pipe Association oil/grit separator / |cG.A. Larkin and J. Marsalek. |
| 246 | 14|aLaboratory testing of the Ontario Concrete Products Association oil/grit separator |
| 264 | 1|aBurlington, Ontario : |bNational Water Research Institute, |cJune 27, 1997. |
| 300 | |a1 online resource (19 pages) : |billustrations, charts. |
| 336 | |atext|btxt|2rdacontent |
| 337 | |acomputer|bc|2rdamedia |
| 338 | |aonline resource|bcr|2rdacarrier |
| 490 | 1 |aTechnical note ; |vno. AEP-TN97-005 |
| 500 | |aDigitized edition from print [produced by Environment and Climate Change Canada]. |
| 504 | |aIncludes bibliographical references (page 19). |
| 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. |
| 546 | |aIncludes some text in French. |
| 653 | 0|aSewer design |
| 692 | 07|2gccst|aWater pollution |
| 692 | 07|2gccst|aSediments |
| 700 | 1 |aMarsalek, J., |eauthor. |
| 710 | 1 |aCanada. |bEnvironment Canada. |
| 710 | 2 |aNational Water Research Institute (Canada) |
| 830 | #0|aTechnical note (National Water Research Institute (Canada))|vno. AEP-TN97-005.|w(CaOODSP)9.862532 |
| 856 | 40|qPDF|s1.39 MB|uhttps://publications.gc.ca/collections/collection_2019/eccc/En36-518-97-005-eng.pdf |