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| 01891cam 2200349za 4500 |
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| 001 | 9.849508 |
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| 003 | CaOODSP |
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| 005 | 20221107153930 |
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| 007 | cr ||||||||||| |
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| 008 | 180104s1986 onca|||fob f000 0 eng d |
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| 040 | |aCaOODSP|beng |
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| 041 | |aeng|bfre |
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| 043 | |an-cn--- |
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| 086 | 1 |aEn13-5/86-101E-PDF |
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| 100 | 1 |aBishop, Craig Timothy, |d1953- |
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| 245 | 10|aWave attenuation of rubble-lined channel walls |h[electronic resource] / |cby C.T. Bishop. |
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| 260 | |aBurlington, Ont. : |bHydraulics Division, National Water Research Institute, Canada Centre for Inland Waters, |c1986. |
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| 300 | |a20, [14] p. : |bill. |
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| 490 | 1 |aNWRI contribution ; |v86-101 |
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| 500 | |a"March 1986". |
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| 500 | |a"Prepared for the Small Craft Harbours Directorate, Department of Fisheries and Oceans". |
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| 500 | |aDigitized edition from print [produced by Environment and Climate Change Canada]. |
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| 504 | |aIncludes bibliographical references: p. 19-20. |
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| 520 | 3 |a"Reducing wave heights in harbours entrance is often solved by lining channel jetties with broken rock (rip rap). This paper shows that where physical model tests are required to establish effectiveness of the added rip rap, that the size of the model rock is not significant to the interpretation of the measurements. Also, the values of parameters to permit computation of attenuation with greater precision and reliability have been established"-- Management perspective. |
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| 546 | |aIncludes abstract and management perspective in French. |
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| 692 | 07|2gccst|aHydrology |
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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 ;|vno. 86-101|w(CaOODSP)9.844121 |
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| 856 | 40|qPDF|s2.31 MB|uhttps://publications.gc.ca/collections/collection_2018/eccc/En13-5-86-101-eng.pdf |
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