Wave Transmission at Detached Breakwaters for Shoreline Response Modeling - chetn-ii-450001
COMPARISON OF PREDICTIVE EQUATIONS FOR TRANSMISSION: - chetn-ii-450002
Figure 2. Wave transmission design curves (redrawn from Tanaka 1976) - chetn-ii-450003
Figure 3. Transmission coefficient versus relative submergence - chetn-ii-450004
Figure 4. Transmission coefficient versus relative crest width of submerged structure - chetn-ii-450005
IMPLEMENTATION IN GENESIS - chetn-ii-450006
CASE STUDY GRAYS HARBOR, WA - chetn-ii-450007
Comparisons to Numerical and Physical Model Data - chetn-ii-450008
Figure 7. Transmission coefficient predictions and Boussinesq model results - chetn-ii-450009
Figure 9. Transmission coefficient versus wave height, constant water level - chetn-ii-450010
Simulation Results - chetn-ii-450011
CONCLUSIONS - chetn-ii-450012
REFERENCES: - chetn-ii-450013
REFERENCES (Cont.) - chetn-ii-450014
chetn-ii-45
COMPARISON OF PREDICTIVE EQUATIONS FOR TRANSMISSION: - chetn-ii-450002
Figure 2. Wave transmission design curves (redrawn from Tanaka 1976) - chetn-ii-450003
Figure 3. Transmission coefficient versus relative submergence - chetn-ii-450004
Figure 4. Transmission coefficient versus relative crest width of submerged structure - chetn-ii-450005
IMPLEMENTATION IN GENESIS - chetn-ii-450006
CASE STUDY GRAYS HARBOR, WA - chetn-ii-450007
Comparisons to Numerical and Physical Model Data - chetn-ii-450008
Figure 7. Transmission coefficient predictions and Boussinesq model results - chetn-ii-450009
Figure 9. Transmission coefficient versus wave height, constant water level - chetn-ii-450010
Simulation Results - chetn-ii-450011
CONCLUSIONS - chetn-ii-450012
REFERENCES: - chetn-ii-450013
REFERENCES (Cont.) - chetn-ii-450014
chetn-ii-45
