*
Thus, the initially calculated transport rate Q6 must be adjusted to Q6 (Fig. 1b) to
cause the shoreline to advance up to the detached breakwater but no further,
*
*
giving y6 = yt . With the new transport Q6 now going out of Cell 5, the shoreline
*
location in this cell will be adjusted from y5 to y5 . In this particular case, only
two cells were recalculated. In the general case, the correction may be carried
through any number of cells until the criterion that the shoreline may not advance
beyond the DBW is not violated.
APPLICATIONS
Comparison with Physical Model T-head Groin Tests. Field data describing
salient or tombolo development inside of T-head groins of detached breakwaters