CONTENTS 

 FIGURES— CONTINUED 



Page 

 7-46 Sample wave transmission and reflection coefficients for a 



smooth, impermeable breakwater 7-77 



7-47 Monochromatic wave transmission, impermeable rubble-mound 



breakwater, where -r— = 1.033 7-78 



s 

 7-48 Monochromatic transmission, impermeable rubble-mound breakwater, 



where ^=1.133 7-79 



d 

 8 



7-49 Influence of structure height on wave transmission for Example 



Problem 13 7-81 



7-50 Wave transmission through a rubble-mound breakwater 7-82 



7-51 Wave transmission past a heavily overtopped breakwater with 



tribar armor units 7-83 



7-52 Wave transmission and reflection coefficients for a breakwater 



with a flat seaward slope in medium-depth water 7-84 



7-53 Wave transmission and reflection coefficients for a mostly armor 



breakwater in shallow water 7-85 



7-54 Monochromatic wave transmission, permeable rubble-mound 



breakwater, where h/d = 1.033 7-86 



' s 



7-55 Monochromatic wave transmission, permeable rubble-mound 



breakwater, where h/d = 1.133 7-87 



' s 



7-56 Predicted wave transmission coefficients for a rubble-mound 



breakwater using the computer program MADSEN 7-88 



7-57 Ponding for a smooth impermeable breakwater with F = 7-90 



7-58 Ponding for rubble-mound breakwaters 7-90 



7-59 Cumulative curves of relative wave energy with respect to 



azimuth from the principal wave direction 7-91 



7-60 Change of a maximum directional concentration parameter, S , 



due to wave refraction in shallow water 7-91 



7-61 Diffraction diagrams of a semi-infinite breakwater for 



directional random waves of normal incidence 7-92 



7-62 Diffraction diagrams of a breakwater gap with B/L =1.0 for 



directional random waves of normal incidence 7-95 



