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| 02113nam 2200409zi 4500 |
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| 001 | 9.867730 |
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| 003 | CaOODSP |
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| 005 | 20221107162405 |
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| 006 | m o d f |
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| 007 | cr nn||||||||| |
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| 008 | 190129s1987 onca 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 |aEn13-5/87-13E-PDF |
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| 100 | 1 |aMarsalek, J., |eauthor. |
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| 245 | 10|aHead losses at junctions of two opposed lateral sewers / |cby J. Marsalek. |
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| 264 | 1|aBurlington, Ontario : |bEnvironmental Hydraulics Section, Hydraulics Division, National Water Research Institute, Canada Centre for Inland Waters, |c1987. |
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| 300 | |a1 online resource (8 unnumbered 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 ; |v87-13 |
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| 500 | |aCover title. |
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| 500 | |a"This paper has been submitted to the Fourth International Conference on Urban Storm Drainage. This report is to provide information prior to publication and the contents are subject to change." |
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| 500 | |a"January 1987." |
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| 500 | |aDigitized edition from print [produced by Environment and Climate Change Canada]. |
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| 504 | |aIncludes bibliographical references. |
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| 520 | |a"Head losses and pressure changes were studied at junctions of two opposed lateral sewers with various benchings. Such losses and pressure changes were found to depend on the relative lateral flows and junction geometry. Observed head loss and pressure change coefficients can be used directly in design of sewer junctions"--Summary. |
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| 546 | |aIncludes management perspective and summary in French. |
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| 693 | 4|aStorm sewers--Fluid dynamics |
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| 693 | 4|aManholes |
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| 710 | 1 |aCanada. |bEnvironment Canada. |
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| 710 | 2 |aNational Water Research Institute (Canada). |bHydraulics Division. |
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| 830 | #0|aNWRI contribution ;|v87-13.|w(CaOODSP)9.844121 |
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| 856 | 40|qPDF|s755 KB|uhttps://publications.gc.ca/collections/collection_2019/eccc/En13-5-87-13-eng.pdf |
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