Set VN link, Property name = Context, Property VN name = Context
Model link = Bfn Grain size and grading of foreshore rubble
Result = Bfn Foreshore rubble VN
End Set VN link
Set VN link, Property name = Produces, Property VN name = Produces
Model link = Bfn Grain size and grading of foreshore rubble
Result =
End Set VN link
Set VN link, Property name = Consumes, Property VN name = Consumes
Model link = Bfn Grain size and grading of foreshore rubble
Result =
End Set VN link
Set VN link, Property name = Part of, Property VN name = Part of
Model link = Bfn Grain size and grading of foreshore rubble
Result =
End Set VN link
Set VN link, Property name = Instance of, Property VN name = Instance of
Model link = Bfn Grain size and grading of foreshore rubble
Result =
End Set VN link
Set VN link, Property name = Concerns, Property VN name = Concerns
Model link = Bfn Grain size and grading of foreshore rubble
Result =
End Set VN link
Sizing of riprap can be defined by either its average weight (W50) or average diameter/length (D50). Traditionally grading and size distribution of riprap is determined by cost efficiency and design stability. If the grading specification allows too many stones that are below the calculated size for achieving hydraulic stability (based on hydraulic forcing the riprap must endure) it will result in particle displacement, that could develop a failure or significant stability loss of the sea defences. On the other hand, a grading in which a significant fraction of the stones are larger than required stable size would result in a design that is not cost-effective. Thus, the gradation of riprap must ensure a relatively limited fraction of particles smaller than stable size and also a small fraction of rocks larger than it (Lagasse et al., 2006).