COST COMPARISON OF BREAKWATER TYPES Abstract
QUARRY YIELD CURVE 1 0 100 1000 100O0 < *'•• ^ h ' •y A ^ 1000 1O0OO Stone mass [kg] e Figure 3 Quarry yield curves Stability requirements Design calculations for the rubble mound breakwater, including the stability of the concrete armour units, are based on methods developed by Van der Meer (1993), applied in the program Breakwat.