000	00000nam 2200000zi 4500
001	9.876530
003	CaOODSP
005	20241203113650
006	m    go  d f
007	cr |n|||||||||
008	190718s1991    onca   #otb  f000 0 eng d
040	|aCaOODSP|beng|erda|cCaOODSP
041	|aeng|bfre
043	|an-cn---
086	1 |aEn13-5/91-100E-PDF
100	1 |aBishop, Craig Timothy, |d1953- |eauthor.
245	10|aRehabilitation of vertical thin-walled breakwater / |cCraig T. Bishop.
264	1|aBurlington, Ontario : |bNational Water Research Institute = Institut national de recherche sur les eaux, |c[1991]
300	|a1 online resource (ii, 15 pages) : |bfigures.
336	|atext|btxt|2rdacontent
337	|acomputer|bc|2rdamedia
338	|aonline resource|bcr|2rdacarrier
490	1 |aNWRI contribution ; |v91-100
500	|aDigitized edition from print [produced by Environment and Climate Change Canada].
500	|aCover title.
504	|aIncludes bibliographical references (page 15).
520	|a"Physical hydraulic model tests were conducted to measure wave transmission and force characteristics of a partial vertical thin-walled breakwater. Tests were run for the breakwater in its as-designed condition as well as in its present deteriorated state in which many of the wave-reflecting panels on its windward face have fallen off. Several options involving the use of a Floating Tire Breakwater (FTB) moored in front of the structure were also tested. A conceptual design was made for an FTB to restore an acceptable wave climate in the lee of the structure"--Abstract.
546	|aIncludes abstract in French.
692	07|2gccst|aCoasts
710	1 |aCanada. |bEnvironment Canada.
710	2 |aNational Water Research Institute (Canada)
830	#0|aNWRI contribution ;|v91-100.|w(CaOODSP)9.844121
856	40|qPDF|s2.19 MB|uhttps://publications.gc.ca/collections/collection_2019/eccc/en13-5/En13-5-91-100-eng.pdf