Table 14. Field Cases for Short Wave Model Calibration, Array 57 



Table 15. Summary of Incident Short Wave Conditions 61 



Table 16. Summary of Incident Long Wave Conditions 62 



Table 17. Approximate Relationships Among T , y, and s 63 



Table 18. Slope Values Defined by Seabergh and Thomas' (1995) 



Long Wave Criteria 68 



Table 19. Significant Wave Heights Exceeded 10 Percent and 1 Percent 



of the Time at Field Gages 74 



Table 20. Percent Occurrence of H sJmg z 10 cm at Field Gages 84 



Table 21. Plans with Hp>\ ft Less Than 1 Percent of the Time 90 



Table 22. Plans with H slong > 10 cm Less Than 16 Percent of the Time, 



100- to 400-sec Periods 90 



Table 23. Plans with H shng > 10 cm Less Than 7 Percent of the Time, 



30- to 100- sec Periods 91 



