136
Coastal Engineering: Theory and Practice
Fig. 4.24 Crown wall using gabion box 1 mxl mxl m Maruthadi, Kollam
district.
Fig. 4.25(a) Type B seawall damaged, 2008.
extreme groin is affected by érosion was decided. A numerical scheme to
solve the one line model using Crank Nicholson implicit finite différence
method as suggested by Kraus and Harikai [1983] was understand the shoreline évolution over the years. This was followed by implémentation of the
groin field followed by its monitoring. The status of the coast prior to 2003
and after 2015 projected in Fig. 4.26 exhibits clearly the success of groin
field as Coastal protection measure.
Coastal Engineering: Theory and Practice
Fig. 4.24 Crown wall using gabion box 1 mxl mxl m Maruthadi, Kollam
district.
Fig. 4.25(a) Type B seawall damaged, 2008.
extreme groin is affected by érosion was decided. A numerical scheme to
solve the one line model using Crank Nicholson implicit finite différence
method as suggested by Kraus and Harikai [1983] was understand the shoreline évolution over the years. This was followed by implémentation of the
groin field followed by its monitoring. The status of the coast prior to 2003
and after 2015 projected in Fig. 4.26 exhibits clearly the success of groin
field as Coastal protection measure.