TABLES-Continued 



Table 



H Horizontal Wave Forces on Member "b" 63 



I Horizontal Wave Forces on Member "c" 66 



J Summary of Maximum Wave Forces on Several Platform Components ... 68 



K Wave Moments (About Mudline) on Member "a" 69 



L Wave Moments (About Mudline) on Member "b" 71 



M Wave Moments (About Mudline) on Member "c" 71 



N Summary of Maximum Wave Forces and Moments 74 



Calculated Wave Profile, Kinematics, and Dynamic Pressure 76 



P Free Surface Boundary Condition Errors 79 



Q Summary of F£)(0°, Surf.) Required for Example 7-a 91 



R Wave Characteristics Selected for Accuracy Evaluation of Interpolation 



Method 93 



S Summary of Percentage Differences Between Values Determined by 



Stream-function Solutions and by Interpolation 94 



FIGURES 



Figure 



1 Definition sketch, progressive wave system 3 



2 Wave characteristics selected for evaluation 11 



3 Dimensionless error, y'Cj , in kinematic free surface boundary condition, 



H/Hg = 0.25; all wave theories 12 



4 Dimensionless error, y'ej , in kinematic free surface boundary condition, 



H/Hg = 1.0; all wave theories 13 



5 Dimensionless error, \/^\ /H, in dynamic free surface boundary condition, 



H/Hg =0.25; all wave theories 14 



6 Dimensionless error, y'ej /H, in dynamic free surface boundary condition, 



H/Hjg = 1.0; all wave theories 15 



7 Periodic wave theories providing best fit to dynamic free surface boundary 



condition (Analytical theories only) 16 



8 Periodic wave theories providing best fit to dynamic free surface boundary 



condition (Analytical and Stream-function V theories) 18 



9 Comparison of errors in dynamic free surface boundary condition for three 



numerical wave theories. Wave no. 1 19 



10 Comparison of errors in dynamic free surface boundary condition for three 



numerical wave theories. Wave no. 2 20 



