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008171213s1985    onca|||fob|||f000 0 eng d
040 |aCaOODSP|beng
041 |aeng|bfre
043 |an-cn---
0861 |aEn13-5/85-135E-PDF
1001 |aSkafel, M. G.
24510|aWave forces on submarine pipelines |h[electronic resource] : |ba review / |cby M.G. Skafel.
260 |aBurlington, Ont. . : |bShore Processes Section, Hydraulics Division, National Water Research Institute, Canada Centre for Inland Waters, |c1985.
300 |aiv, 19, [10] p. : |bill.
4901 |aNWRI contribution ; |v85-135
500 |a"November 1985".
500 |a"This report was funded in part by the Panel on Energy Research and Development (PERD), Marine Engineering Committee, Project No. 6.2.3.07".
500 |aDigitized edition from print [produced by Environment and Climate Change Canada].
504 |aIncludes bibliographical references: p. 17-19.
5203 |a"The estimation of forces on pipelines lying on the seabed through the use of drag and inertia coefficients in the Morison equation, and the lift coefficient, has been fraught with difficulties over the years. More recently, experimental and analysis methods, including the use of modern computers, not available to the earlier workers, has resulted in more consistent and reliable estimates of the coefficients. The coefficients are clearly dependent on Keulegan Carpenter number, Reynolds number (or a frequency parameter), and pipe roughness. This report reviews the analysis approaches used in the past and the results obtained. The dependency of the coefficients on some variables has not been explored in detail, especially irregular waves pipe roughness, and the effect of a mobile bed. The effect of locating a pipe in a trench has not been addressed"--Abstract, p. i.
546 |aIncludes abstract and management perspective in French.
69207|2gccst|aPipelines
69207|2gccst|aOcean energy
7101 |aCanada. |bEnvironment Canada.
7102 |aNational Water Research Institute (Canada)
830#0|aNWRI contribution ;|vno. 85-135|w(CaOODSP)9.844121
85640|qPDF|s2.00 MB|uhttps://publications.gc.ca/collections/collection_2017/eccc/En13-5-85-135-eng.pdf