Table 12 



Input Data for Revere Beach Overtopping Rates Regression 



Analysis, Profile No. 2, Survey Year 1978 



Task 



SWL, ft mlw 



Wave Height, ft 



Wave Period, sec 



Overtopping 

 Rate, cfs/ft 



A 



10.82 



6.14 



8.10 



0.0066 



A 



12.96 



6.99 



8.60 



0.0643 



A 



12.96 



10.05 



9.70 



0.1004 



A 



10.82 



5.99 



11.00 



0.0080 



A 



10.82 



6.00 



12.30 



0.0077 



A 



12.96 



6.76 



12.60 



0.0843 



A 



15.40 



7.65 



13.00 



1 .3553 



A 



12.96 



6.79 



13.00 



0.0959 



A 



10.82 



6.01 



12.90 



0.0063 



A 



11.00 



6.35 



8.25 



0.0097 



A 



13.15 



7.18 



8.59 



0.0994 



A 



14.30 



10.80 



9.00 



0.5200 



A 



13.15 



10.18 



9.62 



0.1659 



A 



11.00 



6.39 



10.45 



0.0103 



A 



11.00 



6.34 



12.44 



0.0100 



A 



13.15 



7.09 



12.74 



0.1674 



A 



14.75 



7.70 



13.00 



0.8141 



A 



14.75 



7.70 



13.00 



0.8141 



A 



13.15 



7.11 



13.00 



0.1359 



A 



11.00 



6.30 



13.00 



0.0116 



C 



14.90 



10.50 



9.00 





C 



14.60 



7.10 



11.70 



0.6431 



C 



14.60 



8.10 



9.00 



0.5498 



C 



14.60 



10.60 



11.30 



0.7475 



C 



14.10 



8.50 



12.70 



0.5472 



C 



14.10 



11.70 



13.40 





C 



14.10 



6.10 



8.70 



0.2550 



C 



14.10 



8.10 



9.00 



0.4331 



C 



14.10 



9.00 



10.70 



0.6230 



C 



13.40 



8.50 



12.70 



0.3711 



C 



13.40 



7.60 



12.00 



0.3002 



C 



13.40 



7.80 



9.00 



0.2530 



(Continued) 



Note: Seawall Crest Elev. = 21 .0 ft mlw; Elev. Base of Seawall = 9.2 ft mlw; 

 Cotan Beach Slope = 10.7; Elev. at Flume Bottom = -3.00 ft mlw. 



40 



Chapter 3 Research Tasks A, B, and C 



