000	00000nam 2200000zi 4500
001	9.883958
003	CaOODSP
005	20241203113654
006	m     o  d f
007	cr |n|||||||||
008	200127s1978    oncd    ob   f000 0 eng d
040	|aCaOODSP|beng|erda|cCaOODSP
041	|aeng|bfre
043	|an-cn---
086	1 |aEn36-522/113-1978E-PDF
100	1 |aLau, Y. L., |eauthor.
245	10|aUse of booms for oil slick control / |cby Y.L. Lau and J. Moir.
264	1|a[Burlington, ON] : |bHydraulics Research Division, Canada Centre for Inland Waters, |c1978.
300	|a1 online resource (iv, 16, [9] pages) : |bfigures.
336	|atext|btxt|2rdacontent
337	|acomputer|bc|2rdamedia
338	|aonline resource|bcr|2rdacarrier
490	1 |aUnpublished report
500	|aDigitized edition from print [produced by Environment and Climate Change Canada].
500	|a"April 1978."
504	|aIncludes bibliographical references (page 16).
520	3 |a"Experiments were conducted to determine the conditions for no containment of oil by a boom, the oil-water interfacial friction coefficient and the maximum angle which a boom can be angled to the flow to deflect an oil slick. The criterion that the densimetric Froude number has to be smaller than about 5 for containment was verified. In addition, a new criterion was discovered which specifies a minimum boom draught. The local value of the interfacial friction coefficient was evaluated along the slick; using measured slick profiles, and was found to decrease along the length of a slick. The friction coefficient also increased with increasing oil viscosity. Based on the experimental results, an empirical relationship was derived for the maximum angle at which a barrier could be angled to the flow to completely divert an oil slick"--Abstract.
546	|aIncludes abstract in French.
650	0|aOil spill booms.
650	6|aBarrages flottants.
710	1 |aCanada. |bEnvironment Canada.
710	2 |aCanada Centre for Inland Waters. |bHydraulics Research Division.
830	#0|aUnpublished report (Canada Centre for Inland Waters)|w(CaOODSP)9.881827
856	40|qPDF|s1.17 MB|uhttps://publications.gc.ca/collections/collection_2020/eccc/en36-522/En36-522-113-1978-eng.pdf