000	00000nam 2200000zi 4500
001	9.875905
003	CaOODSP
005	20241203113650
006	m     o  d f
007	cr |n|||||||||
008	190704e200506##oncad  |obt  f00| 0 eng d
040	|aCaOODSP|beng|erda|cCaOODSP
041	|aeng|bfre
043	|an-cn-on
086	1 |aEn36-518/05-008E-PDF
100	1 |aMarsalek, J., |eauthor.
245	10|aHydraulics laboratory model testing of the Bathurst/Fairlawn sewer junction / |cJ. Marsalek, B. Taylor, D. Doede.
264	1|aBurlington, Ontario : |bNational Water Research Institute, |cJune 2005.
300	|a1 online resource (v, 14 pages) : |billustrations, charts.
336	|atext|btxt|2rdacontent
337	|acomputer|bc|2rdamedia
338	|aonline resource|bcr|2rdacarrier
490	1 |aNWRI technical note ; |vno. AEMRB-TN05-008
500	|aDigitized edition from print [produced by Environment and Climate Change Canada].
504	|aIncludes bibliographical references (page 13).
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.
546	|aIncludes preamble in French.
692	07|2gccst|aFloods
692	07|2gccst|aWaste water
692	07|2gccst|aMeasurement
700	1 |aDoede, D., |eauthor.
700	1 |aTaylor, B., |eauthor.
710	1 |aCanada. |bEnvironment Canada.
710	2 |aNational Water Research Institute (Canada)
830	#0|aTechnical note (National Water Research Institute (Canada))|vno. AEMRB-TN05-008.|w(CaOODSP)9.862532
856	40|qPDF|s1.05 MB|uhttps://publications.gc.ca/collections/collection_2019/eccc/En36-518-05-008-eng.pdf