Table 1 





Comparison of Numerical and Analytical Solutions of Edge Wave and 





Shoreline Elevation Variance from NSTS Torry Pines Beach Site 





Date 

 November 



Numerical 



Analytical 



















1978 



n 2 * 



>i 2 -k 



E. K 



E-K 



n 2 . 



n 2 - K 



E.„ 



E-K 



ModeO, 0.007-0.011 Hz 



04 



1.2 



1.2 



31 



32 



2.1 



2.0 



39 



40 



10 



9.5 



5.8 



184 



92 



8.4 



6.5 



170 



136 



14a 



1.5 



1.5 



40 



45 



2.7 



3.1 



54 



73 



146 



1.6 



2.0 



34 



50 



2.7 



3.1 



54 



73 



18 



1.7 



1.6 



47 



41 



2.8 



2.7 



59 



46 



19 



1.3 



1.3 



28 



31 



1.5 



1.6 



30 



34 



20 



5.1 



9.5 



139 



268 



6.3 



14.5 



167 



355 



Mode 1,0.017-0.021 Hz 



04 



3.9 



2.9 



105 



78 



5.9 



4.4 



84 



59 



10 



9.8 



3.5 



124 



45 



10.8 



3.8 



125 



49 



14o 



2.1 



1.8 



68 



60 



3.9 



5.8 



55 



94 



146 



2.4 



2.5 



48 



52 



3.9 



5.8 



55 



94 



18 



5.2 



3.0 



141 



78 



6.7 



3.5 



94 



40 



19 



2.0 



2.6 



42 



54 



3.0 



4.5 



42 



62 



20 



2.6 



4.9 



54 



106 



5.0 



5.9 



76 



80 



Mode 1,0.023-0.027 Hz 



04 



1.7 



1.2 



31 



21 



4.7 



3.6 



38 



28 



10 



0.8 



1.5 



7 



13 



1.3 



2.1 



9 



15 



14c 



0.8 



1.1 



17 



24 



3.9 



5.2 



32 



48 



146 



1.0 



2.5 



12 



31 



3.9 



5.2 



32 



48 



18 



2.5 



1.5 



44 



26 



6.6 



4.4 



53 



30 



19 



1.2 



1.1 



17 



15 



2.6 



2.3 



19 



17 



20 



0.5 



1.1 



8 



14 



1.4 



2.6 



11 



18 



Units: rpare cm 2 , E are J/m 



Edge wave shoreline elevation variance and total energy (per unit alongshore distance) are separated into 





southward (+k) and northward (-k) directions. 





Chapter 2 Infragravity Wave Dynamics 



25 



