TY - JOUR
T1 - Suspended sediment concentration profiles under non-breaking and breaking waves
AU - Winyu, Rattanapitikon
AU - Shibayama, Tomoya
PY - 1995/1/1
Y1 - 1995/1/1
N2 - Simple formulas to predict time-averaged suspended sediment concentration are formulated using steady diffusion equation. Empirical formulas are developed to compute reference concentration (boundary condition) and diffusion coefficient. For suspended sediment concentration in the field, the same formulas with regular wave condition can be applied by using root mean square wave height and average wave period. Total 139 data sets are used for calibration of empirical formulas and 175 data sets are used for verification.
AB - Simple formulas to predict time-averaged suspended sediment concentration are formulated using steady diffusion equation. Empirical formulas are developed to compute reference concentration (boundary condition) and diffusion coefficient. For suspended sediment concentration in the field, the same formulas with regular wave condition can be applied by using root mean square wave height and average wave period. Total 139 data sets are used for calibration of empirical formulas and 175 data sets are used for verification.
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U2 - 10.1061/9780784400890.204
DO - 10.1061/9780784400890.204
M3 - Conference article
AN - SCOPUS:0029218276
SN - 0893-8717
VL - 3
SP - 2813
EP - 2827
JO - Proceedings of the Coastal Engineering Conference
JF - Proceedings of the Coastal Engineering Conference
T2 - Proceedings of the 24th International Conference on Coastal Engineering. Part 1 (of 3)
Y2 - 23 October 1994 through 28 October 1994
ER -