Los Angeles Harbor Pier 400 Harbor Resonance Model Study.

Wave response of Kahului Harbor, Maui, Hawaii / by Edward F. Thompson ... [et al.] ; prepared for U.S. Army Engineer Division, Pacific Ocean.

“…Scatter plot of (H sJong)array versus {HJbuoy (from Merrifield and Okihiro (1996)) .' Seabergh and Thomas' (1995) Long Wave Criteria 68 ft is also anticipated.…”

“…Waves Procedures for evaluating the operational acceptability of different harbor plans subjected to long waves are reviewed in Chapter 4. This study used a variation of the most direct procedure (Seabergh and Thomas 1995). The percent of observations with H slong greater than 10 cm was computed for each basin and plan.…”

“…He refers to this as a slope criterion since it was derived from H/L for a shallow-water wave. The H and T combinations for threshold damage are shown inFigure 47 Seabergh and Thomas (1995). reference unpublished long-wave significant height criteria suggested by Walker and Szwetlot (H slong <5-10 cm for 100 percent operational efficiency with man-made fiber mooring lines; H sJong <lO-\5 cm with steel wire mooring lines) and Burke for the Los Angeles Long Beach Harbor complex.…”