Table 2. Major test conditions 



Water 



depth, d 



(ft) 



Wave 

 period, T 

 (s) 



Calculated 



wavelength, L 



(ft) 



Wave 



height, H 



(ft) 



Test piles 

 (refer to key 

 in Fig. 2) 



1.00 



1.55 



8.06 



0.12 to 0.36 



a,b,c,d,e,f ,k,l 



1.00 



2.32 



12.71 



0.08 to 0.43 



a,b,c,d,e,k,l 



1.00 



3.10 



17.35 



0.06 to 0.31 



a,b,c,d,e,f ,k,l 



2.33 



2.35 



18.78 



0.26 to 0.76 



e,f,g,h,j 



2.33 



3.55 



29.61 



0.26 to 0.82 



e,f,g,h,i,j 



2.33 



4.70 



40.43 



0.42 to 0.67 



hj 



Table 3. Laboratory and prototype situations 

 with identical Froude number. 





Situation 



Water 

 depth, d 



Wave 

 height, H 



Pile 

 diameter, X 



Wave periods (s) 

















(ft) 



(ft) 



(ft) 



Tl 



Tz 



T3 



1. 



96-foot tank 



1.00 



0.3 



0.22 



1.55 



2.32 



3.10 



2. 



85-foot tank 



2.33 



0.7 



0.5 



2.35 



3.55 



4.70 



3. 



Prototype A 



8.0 



2.4 



1.8 



4.4 



6.6 



8.8 



4. 



Prototype B 



15.0 



4.5 



3.3 



6.0 



9.0 



12.0 



