Print Email Facebook Twitter On the stability of berm breakwaters roundheads and trunk erosion of oblique waves Title On the stability of berm breakwaters roundheads and trunk erosion of oblique waves Author Burcharth, H.F. Frigaard, P. Corporate name TU Delft Project Berm Breakwaters Date 1989-01-01 Abstract The stability of a berm type breakwater (sacrificial breakwater) was tested in a 3-dimensional model at rhe Hydraulics Laboratory, Department of civil Engineering, university of Aalborg. The object was to study the stability/erosion of the breakwater head and the trunk, the latter exposed to both head-on and oblique irregular waves. To avoid too many parameters a simple breakwater geometry and only one class of stones were used. Subject berm breakwatersroundheadoblique waves Classification TPG110210 To reference this document use: http://resolver.tudelft.nl/uuid:2789f8d6-fa36-47d1-bec1-7c47548b9e47 Publisher ASCE Source berm breakwaters, workshop at NRC, Canada, Ottawa, isbn0872626636 Part of collection Hydraulic Engineering Reports Document type report Rights © 1989 H.F. Burchart and P. Frigaard Files PDF TPG11021070.pdf 563.14 KB Close viewer /islandora/object/uuid:2789f8d6-fa36-47d1-bec1-7c47548b9e47/datastream/OBJ/view