Table 10 



Input Data for Revere Beach Overtopping Rates Regression 



Analysis, Task C, Profile No. 2, Survey Year 1978 



SWL, ft mlw 



Wave Height, ft 



Wave Period, sec 



Overtopping Rate 

 cfs/ft 



14.90 



10.50 



9.00 





14.60 



7.10 



11.70 



0.6431 



14.60 



8.10 



9.00 



0.5498 



14.60 



10.60 



11.30 



0.7475 



14.10 



8.50 



12.70 



0.5472 



14.10 



11.70 



13.40 





14.10 



6.10 



8.70 



0.2550 



14.10 



8.10 



9.00 



0.4331 



14.10 



9.00 



10.70 



0.6230 



13.40 



8.50 



12.70 



0.3711 



13.40 



7.60 



12.00 



0.3002 



13.40 



7.80 



9.00 



0.2530 



13.40 



7.90 



12.30 



0.2970 



13.10 



7.70 



11.30 



0.2397 



13.10 



7.80 



12.00 



0.2589 



13.10 



4.70 



11.30 



0.1380 



13.10 



8.10 



13.00 



0.2679 



13.10 



6.60 



9.00 



0.2001 



12.60 



7.60 



11.70 



0.1658 



12.00 



7.50 



14.10 



0.1109 



12.00 



6.50 



8.30 



0.0889 



12.00 



8.10 



12.00 



0.1098 



11.60 



3.10 



11.00 



0.0278 



11.60 



7.10 



9.00 



0.0691 



11.60 



7.30 



12.00 



0.0812 



(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. 



Chapter 3 Research Tasks A, B, and C 



37 



