Wave Transmission at Detached Breakwaters for Shoreline Response Modeling - chetn-ii450001
COMPARISON OF PREDICTIVE EQUATIONS FOR TRANSMISSION: - chetn-ii450002
Figure 2. Wave transmission design curves (redrawn from Tanaka 1976) - chetn-ii450003
Figure 3. Transmission coefficient versus relative submergence - chetn-ii450004
Figure 4. Transmission coefficient versus relative crest width of submerged structure - chetn-ii450005
IMPLEMENTATION IN GENESIS - chetn-ii450006
CASE STUDY GRAYS HARBOR, WA - chetn-ii450007
Comparisons to Numerical and Physical Model Data - chetn-ii450008
Figure 7. Transmission coefficient predictions and Boussinesq model results - chetn-ii450009
Figure 9. Transmission coefficient versus wave height, constant water level - chetn-ii450010
Simulation Results - chetn-ii450011
CONCLUSIONS - chetn-ii450012
REFERENCES - chetn-ii450013
REFERENCES (Cont.) - chetn-ii450014
chetn-ii45
COMPARISON OF PREDICTIVE EQUATIONS FOR TRANSMISSION: - chetn-ii450002
Figure 2. Wave transmission design curves (redrawn from Tanaka 1976) - chetn-ii450003
Figure 3. Transmission coefficient versus relative submergence - chetn-ii450004
Figure 4. Transmission coefficient versus relative crest width of submerged structure - chetn-ii450005
IMPLEMENTATION IN GENESIS - chetn-ii450006
CASE STUDY GRAYS HARBOR, WA - chetn-ii450007
Comparisons to Numerical and Physical Model Data - chetn-ii450008
Figure 7. Transmission coefficient predictions and Boussinesq model results - chetn-ii450009
Figure 9. Transmission coefficient versus wave height, constant water level - chetn-ii450010
Simulation Results - chetn-ii450011
CONCLUSIONS - chetn-ii450012
REFERENCES - chetn-ii450013
REFERENCES (Cont.) - chetn-ii450014
chetn-ii45
