Sample Output 



11. Below is a sample output for computer program BWCOMP, 



♦ EXAMPLE EXECUTION OF PROGRAM BWCOMP ♦ 



TABLE OF COMPARATIVE BREAKWATER QUANTITIES AND COSTS 



SEAWARD SLOPE = 1 : 1.5 LEEWARD SLOPE = 1 : 1.5 WATER DEPTH = 



INCIDENT WAVE : SI6 HEIGHT = 15 FT PEAK PERIOD = 12 SEC 



(DEPTH LIMITED WAVE HEIGHT = 14.3331 FT) 



INCIDENT WAVE (FOR TRANSMISSION COMPUTATIONS): 



SIG. HEIGHT = 12 FT PEAK PERIOD » 10 SEC 



MAX TRANSMITTED WAVE HEIGHT = 2 FT( 1 '/, EXCEEDANCE) 



19 FT 



RELATIVE VALUES PER UNIT TRUNK LENGTH 



ARMOR UNIT 



SIZE 



CREST 



CREST 



NO. ARMOR 



ARMOR 



CORE 



ARMOR 



CORE 



TOTAL 







HEIGHT 



WIDTH 



UNITS 



VOL 



VOL 



COST 



COST 



COST 





TONS 



FT 



FT 





CY 



CY 



(t) 



(*) 



(*) 



ROCK, UNIF 



20.6 



25.0 



18.5 



4.9 



71.4 



66.4 



5008 



121 



5129 



ROCK, 6RAD 



18.7 



29.0 



18.0 



5.6 



75.3 



84.6 



4756 



154 



4910 



CUBE 



17.6 



25.0 



20.9 



5.3 



46.6 



59.9 



3726 



109 



3835 



MOD, CUBE 



9.5 



20.0 



16.3 



6.2 



28.9 



80.3 



2749 



146 



2895 



TETRAPOD 



8.8 



18.0 



15.0 



5.4 



23.6 



49,6 



2361 



90 



2452 



QUADRIPOD 



8.8 



19.0 



13.7 



5.1 



22,4 



55.8 



2240 



101 



2341 



HEXAPOD 



7.7 



19.0 



15.9 



7.2 



27,4 



51.2 



2742 



93 



2835 



TRIBAR 



6.8 



20,0 



13.6 



6.0 



20,5 



60.7 



2050 



110 



2160 



TOSKANE 



5,6 



21.0 



12.8 



7,4 



20,6 



65.7 



2168 



120 



2288 



DOLOS 



4. 1 



21.0 



10.6 



7.5 



15.3 



69.9 



1763 



127 



1891 



NOTES: 1. CREST HEIGHT IS ABOVE STILL WATER LEVEL 



2, ARMOR VOLUME FOR ROCK IS THE TOTAL CROSS-SECTION VOLUME 



3. ARMOR VOLUME FOR ARTIFICIAL UNITS IS THE CONCRETE VOLUME 



fi8 



