| 000 | 00000nam 2200000zi 4500 |
| 001 | 9.877091 |
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| 003 | CaOODSP |
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| 005 | 20241203113650 |
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| 006 | m o d f |
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| 007 | cr ||||||||||| |
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| 008 | 190726s1990 oncab #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 |aEn13-5/90-144E-PDF |
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| 100 | 1 |aBishop, Craig Timothy, |d1953- |eauthor. |
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| 245 | 10|aCCIW breakwater model tests / |cCraig T. Bishop. |
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| 264 | 1|aBurlington, Ontario : |bNational Water Research Institute = Institut national de recherche sur les eaux, |c[1990] |
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| 300 | |a1 online resource (iv, 20 pages, 6 unnumbered pages) : |billustrations, maps. |
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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 ; |v90-144 |
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| 500 | |aTitle from cover. |
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| 500 | |aDigitized edition from print [produced by Environment and Climate Change Canada]. |
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| 504 | |aIncludes bibliographical references (pages 19-20). |
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| 520 | 3 |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, page iii. |
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| 546 | |aIncludes abstract and management perspective in English and French. |
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| 692 | 07|2gccst|aModels |
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| 692 | 07|2gccst|aTesting |
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| 692 | 07|2gccst|aWater management |
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| 710 | 1 |aCanada. |bEnvironment Canada. |
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| 710 | 2 |aNational Water Research Institute (Canada) |
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| 830 | #0|aNWRI contribution ;|v90-144.|w(CaOODSP)9.844121 |
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| 856 | 40|qPDF|s2.40 MB|uhttps://publications.gc.ca/collections/collection_2019/eccc/en13-5/En13-5-90-144-eng.pdf |
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