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040 |aCaOODSP|beng|erda|cCaOODSP
0410 |aeng|beng|bfre
0861 |aEn37-153/1985E-PDF
1001 |aSkafel, M. G., |eauthor.
24510|aWave field around caisson retained artificial islands / |cby M.G. Skafel, J.T. Judge and C.T. Bishop.
264 1|aBurlington, Ontario, Canada : |bShore Processes Section, Hydraulics Division, National Water Research Institute, |cApril 1985.
300 |a1 online resource (i, 14 pages) : |billustrations
336 |atext|btxt|2rdacontent
337 |acomputer|bc|2rdamedia
338 |aonline resource|bcr|2rdacarrier
500 |a"This manuscript will be submitted to the Canadian Coastal Conference, St. John's, Newfoundland, August 1985, and the contents are subject to change."
500 |aDigitized edition from print [produced by Environment and Climate Change Canada].
504 |aIncludes bibliographical references (page 14).
5203 |a"Hydraulic model tests at a scale of 1:75 were conducted in a wave basin to obtain preliminary data on freeboard requirements due to wind waves for caisson retained artificial islands. This type of island is envisaged for use as petroleum production facilities in the Beaufort Sea. Parameters varied include caisson planform, presence or absence of a berm, slope of caisson walls. The diffraction effect, sometimes referred to as Mach-stem reflection, is explained. The presence of the berm resulted in increased freeboard requirements. There were no major differences in freeboard requirements between circular and octagonal caissons"--Abstract, page 1.
530 |aIssued also in print format.
546 |aIncludes abstracts and summaries in English and French.
650 0|aCaissons.
650 0|aOcean waves.
650 0|aHydraulic models.
650 6|aCaissons (Hydraulique)
650 6|aVagues.
650 6|aModèles hydrauliques.
7102 |aNational Water Research Institute (Canada). |bHydraulics Division, |eissuing body.
85640|qPDF|s1.16 MB|uhttps://publications.gc.ca/collections/collection_2021/eccc/en37/En37-153-1985-eng.pdf