MUll/QM MJli/QM 



MU13/(0<1*8) MIJ21/Qr< 



f1U22/QM MU23/(0n*B) 



MU31/(Q'i*B) MU32/(OM*B) 



MU33/(01*B*B) 



LAMB0411/00 LA(1B0A]2/QD 



LAMBD*13/(Q0*B) LAMB0A21/O0 



LAM60A22/OD LAM80A23/ ( 00*B ) 



LAf'BDA31/(0D*B) LAM8DA32/ ( OD*B ) 



LAM60A33/(Q0*B*B) 



HX/OF FY/QF 



l1Z/( JF*B) 



GEN BY SWAr/SWAY GEN BY HEAVE/HEAVE 



GEN flY R0LL/ROLl(«AD»*e REFLECTED BY FXD BDY/^TA 



INCIDENT/ETA KEFLECTED + INCIDENT/ETA 

 TRANS BY FXD BOY/ETA 



BEAM/WAVeLENGTH 0I1ENSI0NAL FREOUENCY - M7 



ADDED MASS QM ■ AREA*»DE OAMPIMG 00 » AREA*R1E*W 

 WAVE FORCES UF«ABEA*RaE*fTA*w2PHASE REL TO ETA AT Y-O - n=G 



PHASE REL TO BODY MOTIUN - OEGWAVE FIELD - AMPLITUDE ?ATTrf5 



POSITION - X/WAVELtNGTH OIMENSiaNAL POSITinw - X 



SkAY AMPLITUOE/ETA HEAI/E AMPLITUOE/ETA 

 ROLL AMPLITUOE(RAD)*B/ETA 



GEN ar RESULTANT SWAY/ETA GEN BY RESULTANT riF»V=/=TA 



GtN BY RESULTANT ROLL/ETA TOTAL T< ANSMI TTEO/E T» 

 TOTAL RtFLtCTEO/ETA 

 MOTION RESPONSE 



OAK HARBOR BREAKWATER - CORPS 3F ENGINEERS TESTS 17 MAY 1975 



23 10 t 1? 



12.5 10.0 0.0 1.9905 32.7FIJLI B'^AM 



250 .280 .31??0R .371 .'(2<) .'"TSZ? 



.1 .159290 .180 



.215311 



-5.0 



0.0 





-5.0 



-1.25 





-5.0 



-2.50 





-5.0 



-3.75 





-5.0 



-5.1.0 





-4.583 



-5.00 





-4.5B3 



-3.75 





-3.223 



-3.75 





-3.223 



-2.iO 





-3.223 



-1.25 





-*.583 



-1.23 





-'1.533 



0.00 





4.383 



0.00 





4.5a3 



-1.25 





3.223 



-1.25 





3.223 



-2.50 





3.223 



-3.75 





<..383 



-3.75 





4.583 



-5.CJ 





5.0 



-5.00 





5.0 



-3.75 





j.o 



-2.50 





5.0 



-1.2i. 





5.0 



0.0 





3.0 



u.n 0.0 



0.0 



12.6 



10.0 



0.0 



0. 



0. 0. 



0. 



12. e> 



ic.c 



3.0 



,8 -5. 



24 166.2 



-5.732 



64.5 0.0 3.0 0.0 1165. 

 -2.34 25.1 6?1. C. 0. 



0. 0. T. 0. 0. 

 -2.34 25.1 6?!. 0. 3. 

 lib. 8 -5.24 166.2 -5.732 13.21 -3.372 159.9 ?.063 2P1.B 

 -1376. 410.6 -1607. 1172. 230.9 1713. 



12.6 10.0 0.0 -2.34 25.1 621. 1. 1. 

 118.8 -5.24 166.2 -5.732 10.21 -3.372 159.9 2.063 281. B 

 -1376. 410.6 -1607. 1172. 280.9 1713. 



Table D-1. Example input for program BRK2D (Oak Harbor 

 breakwater) . 



110 



