DatasetArmour layer stability on a bermed slope

?titleArmour layer stability on a bermed slope
?creatorDijkstra, O.P.J.
?contributorSpaan, G.B.H.
?contributorStive, M.J.F.
?contributorUijttewaal, J.S.W.
?contributorvan Gent, M.R.A.
?contributororcidVerhagen, H.J.
?date accepted2013
?date created2008
?date published2008
In order to develop more insight in the development of damage on bermed sloped breakwaters, small-scale experiments have been performed in which the two most important parameters related to a berm were tested. These governing parameters were the relative berm length and the relative water level with a range of respectively 0.00 < B/Lm-1,0 < 0.35 and -0.8 < Rc/Hm0 < 0.7.
?publisherTU Delft, department hydraulic engineering
?subjectBreakwaters ● coastal structure ● toe protection
? ▲ in collection
?related publicationnew windowArmour layer stability on a bermed slope breakwater: [masterThesis, Dijkstra, O.P.J., 2008]
MD5: 04bb140f9ca2d387e9333779e99ca317size: 51712 (50.5 kB)
Dijkstra2008.xls (application/
MD5: 135a5f726d853db04a91458b7dd641a6size: 2191899928 (2.04 GB)
Additional data (2.0 GB) (application/zip)
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