TY - JOUR
T1 - Estimation of shallow water representative wave HEIGHTS
AU - Rattanapitikon, Winyu
AU - Shibayama, Tomoya
N1 - Funding Information:
This research was sponsored by the Thailand Research Fund.
PY - 2007/9
Y1 - 2007/9
N2 - If the Rayleigh distribution of wave heights is valid, the representative wave heights can all be converted one to another through the known relationships. In shallow water, it has been pointed out by many researchers that the wave height distribution deviates from the Rayleigh distribution. However, it is not clear whether this deviation can lead to significant errors on the estimation of representative wave heights or not. Experimental data from small-scale, large-scale, and field experiments were used to examine the errors of the relationships derived from the Rayleigh distribution on estimating representative wave heights. The examination indicates that if Hrms is given, the relationships give overall very good estimations on H̄ and H1/3, good estimation on H1/10 but fair estimation on Hmax- The effect of wave breaking was empirically incorporated into the relationships. The new relationships give better estimation than the relationships derived from the Rayleigh distribution.
AB - If the Rayleigh distribution of wave heights is valid, the representative wave heights can all be converted one to another through the known relationships. In shallow water, it has been pointed out by many researchers that the wave height distribution deviates from the Rayleigh distribution. However, it is not clear whether this deviation can lead to significant errors on the estimation of representative wave heights or not. Experimental data from small-scale, large-scale, and field experiments were used to examine the errors of the relationships derived from the Rayleigh distribution on estimating representative wave heights. The examination indicates that if Hrms is given, the relationships give overall very good estimations on H̄ and H1/3, good estimation on H1/10 but fair estimation on Hmax- The effect of wave breaking was empirically incorporated into the relationships. The new relationships give better estimation than the relationships derived from the Rayleigh distribution.
KW - Highest one-tenth wave height
KW - Maximum wave height
KW - Mean wave height
KW - Rayleigh distribution
KW - Representative wave heights
KW - Significant wave height
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U2 - 10.1142/S0578563407001630
DO - 10.1142/S0578563407001630
M3 - Article
AN - SCOPUS:34547665005
SN - 0578-5634
VL - 49
SP - 291
EP - 310
JO - Coastal Engineering in Japan
JF - Coastal Engineering in Japan
IS - 3
ER -