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008190813s1991    oncd   #otb  f000 0 eng d
040 |aCaOODSP|beng|erda|cCaOODSP
041 |aeng|bfre
043 |an-cn---
0861 |aEn13-5/91-126E-PDF
1001 |aDoering, John Robert Caley‏, |eauthor.
24514|aThe evolution of the joint probability density function of wave height and period during shoaling / |cJ.C. Doering and M.A. Donelan.
264 1|aBurlington, Ontario : |bNational Water Research Institute = Institut national de recherche sur les eaux, |c[1991]
300 |a1 online resource (16 pages) : |bfigures.
336 |atext|btxt|2rdacontent
337 |acomputer|bc|2rdamedia
338 |aonline resource|bcr|2rdacarrier
4901 |aNWRI contribution ; |v91-126
500 |aDigitized edition from print [produced by Environment and Climate Change Canada].
500 |aCover title.
504 |aIncludes bibliographical references (pages 9-10).
520 |a"Coastal engineering design practice depends heavily on theoretical and empiricalmodels of the distribution of wave properties. Most emphasis has been placed on the distribution of heights of waves since there is a considerable body of theory and experience in this area. However, many design criteria hinge on the forces produced by the water flowing by coastal structures and structures moored in coastal waters. Estimates of these forces depend not only on the heights of waves but also on their periods. This work extends the body of knowledge of the joint distribution of heights and periods of waves from deep water right up to the breaker zone. The results and conclusions in this report give marine and coastal design engineers the material they need to improve both the economy and safety of their designs"--Management Perspective.
546 |aIncludes abstract in French.
69207|2gccst|aHydrography
7001 |aDonelan, M. A. |q(Mark A.), |d1942- |eauthor.
7101 |aCanada. |bEnvironment Canada.
7102 |aNational Water Research Institute (Canada)
830#0|aNWRI contribution ;|v91-126. |w(CaOODSP)9.844121
85640|qPDF|s1.64 MB|uhttps://publications.gc.ca/collections/collection_2019/eccc/en13-5/En13-5-91-126-eng.pdf