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| 02113cam 2200409zi 4500 |
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| 001 | 9.875905 |
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| 003 | CaOODSP |
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| 005 | 20221107164553 |
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| 006 | m o d f |
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| 007 | cr |n||||||||| |
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| 008 | 190704e200506##oncad |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 |aEn36-518/05-008E-PDF |
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| 100 | 1 |aMarsalek, J., |eauthor. |
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| 245 | 10|aHydraulics laboratory model testing of the Bathurst/Fairlawn sewer junction / |cJ. Marsalek, B. Taylor, D. Doede. |
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| 264 | 1|aBurlington, Ontario : |bNational Water Research Institute, |cJune 2005. |
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| 300 | |a1 online resource (v, 14 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 |aNWRI technical note ; |vno. AEMRB-TN05-008 |
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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 13). |
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| 520 | |a"The main purpose of the study was to assess the potential of the sewer junction studied to cause sewer pipe surcharging at this location, particularly by acting as a Vortex valve (brake) restricting outflow from the junction and thereby causing surcharging upstream of the junction. Past experience with sewer junction design indicated that a junction of two opposite laterals could cause relatively high energy losses, estimated as two to three outlet velocity heads (Marsalek,1985)"--Introduction, page 6. |
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| 546 | |aIncludes preamble in French. |
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| 692 | 07|2gccst|aFloods |
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| 692 | 07|2gccst|aWaste water |
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| 692 | 07|2gccst|aMeasurement |
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| 700 | 1 |aDoede, D., |eauthor. |
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| 700 | 1 |aTaylor, B., |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. AEMRB-TN05-008.|w(CaOODSP)9.862532 |
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| 856 | 40|qPDF|s1.05 MB|uhttps://publications.gc.ca/collections/collection_2019/eccc/En36-518-05-008-eng.pdf |
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