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| 02276cam 2200421zi 4500 |
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001 | 9.873752 |
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003 | CaOODSP |
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005 | 20221107164014 |
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006 | m o d f |
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007 | cr ||||||||||| |
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008 | 190528e198906##oncad #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 |aEn13-5/89-122E-PDF |
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100 | 1 |aSkafel, M. G., |eauthor. |
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245 | 10|aWave forces on a pipeline in a trench / |cby M.G. Skafel and C.T. Bishop. |
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264 | 1|aBurlington, Ontario, Canada : |bNational Water Research Institute, Research and Applications Branch, Canada Centre for Inland Waters, |cJune 1989. |
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300 | |a1 online resource (i, 18 pages, 4 unnumbered pages) : |billustrations, graphs. |
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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 ; |v89-122 |
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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. |
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520 | 3 |a"Wave forces on a model pipeline have been measured. The pipeline was located in a trench, the configuration of which is similar to that proposed for oil and gas production in the Beaufort Sea. It was found that the drag and inertia coefficients were similar to results reported in the literature for flat beds assuming the water depth was that of the total water column including the trench. Flow visualization tests confirmed that the horizontal velocities were about the same as would be found on a flat bed with the same total depth"--Abstract. |
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546 | |aIncludes abstract and management perspective in English and French. |
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692 | 07|2gccst|aPipelines |
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692 | 07|2gccst|aDesign |
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692 | 07|2gccst|aOcean energy |
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700 | 1 |aBishop, Craig Timothy, |d1953- |eauthor. |
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710 | 1 |aCanada. |bEnvironment Canada. |
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710 | 2 |aNational Water Research Institute (Canada). |bResearch and Applications Branch. |
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710 | 2 |aCanada Centre for Inland Waters. |
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830 | #0|aNWRI contribution ;|v89-122.|w(CaOODSP)9.844121 |
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856 | 40|qPDF|s1.40 MB|uhttps://publications.gc.ca/collections/collection_2019/eccc/en13-5/En13-5-89-122-eng.pdf |
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