P. Wang et al. / Coastal Engineering 46 (2002) 175211
183
Fig. 5. Examples of beach profile obtained during the spilling and plunging cases. Profiles surveyed in the middle of the test beach at 23 h for
spilling and 7.3 h for plunging.
breaker line. Maximum setup was measured at the
four measurements spanning the middle 16 m of the
landwardmost gage, 1.1 m from the shoreline. The
test beach for spilling and plunging case, respectively.
data shown in Fig. 6 represent averages of nine and
The error bars indicate the ranges of one standard
Fig. 6. Setup and setdown during the spilling and plunging cases.
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