CONTENTS 

 FIGURES— CONTINUED 



Page 



7-11 Wave runup on smooth, impermeable slopes when d /H' ~ 2.0 7-22 



s o 



7-12 Wave runup on smooth, impermeable slopes when d /H' 3.0 7-23 



e o 



7-13 Runup correction for scale effects 7-24 



2 



7-14 Wave runup on impermeable, vertical wall versus H'/gT 7-25 



o 



7-15 Wave runup on impermeable, quarrystone, 1:1.5 slope versus 



H' /gT^ 7-26 



o 



2 

 7-16 Wave runup on impermeable, stepped, 1:1.5 slope versus H'/gT ...7-27 



o 

 2 



7-17 Wave runup on impermeable seawall versus H'/gT 7-28 



o 



2 

 7-18 Wave runup on recurved (Galveston-type) seawall versus H'/gT ...7-29 



o 



7-19 Wave runup and rundown on graded riprap, 1:2 slope, 



2 



impermeable base, versus H'/gT 7-30 



o 



7-20 Comparison of wave runup on smooth slopes with runup on 



permeable rubble slopes 7-31 



7-21 Calculation of runup for composite slope: example of a levee 



cross section 7-36 



7-22 Successive approximations to runup on a composite slope: 



example problem 7-40 



7-23 Probability of exceedance for relative wave heights or runup 



values 7-42 



* 

 7-24 Overtopping parameters a and Q (smooth vertical wall on a 



1: 10 nearshore slope) ? 7-45 



* 

 7-25 Overtopping parameters a and Q (smooth 1:1.5 structure slope 



on a 1:10 nearshore slope) 7-46 



* 

 7-26 Overtopping parameters a and Q (smooth 1:3 structure slope 



on a 1:10 nearshore slope ? 7-47 



* 

 7-27 Overtopping parameters a and Q (smooth 1:6 structure slope 



on a 1:10 nearshore slope) 7-48 



7-28 Overtopping parameters a and Q (riprapped 1:1.5 structure 



slope on a 1:10 nearshore slope; 7-49 



