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Asymmetric and Irregular Wave Effects on Bedload: Theory Versus Laboratory and Field Experiments
The theory and experimental data for regular and irregular wave effects on bedload were compared. The experimental data fitted the present non-linear theory but they differed from the linear approach. Good agreement was observed between the theoretical and experimental results. For high shear stresses, the present linear theory underestimated bedload rate due to significant concentration of suspended sediments.
Asymmetric and Irregular Wave Effects on Bedload: Theory Versus Laboratory and Field Experiments
The theory and experimental data for regular and irregular wave effects on bedload were compared. The experimental data fitted the present non-linear theory but they differed from the linear approach. Good agreement was observed between the theoretical and experimental results. For high shear stresses, the present linear theory underestimated bedload rate due to significant concentration of suspended sediments.
Asymmetric and Irregular Wave Effects on Bedload: Theory Versus Laboratory and Field Experiments
Kaczmarek, Leszek M. (author) / Ostrowski, Rafał (author)
25th International Conference on Coastal Engineering ; 1996 ; Orlando, Florida, United States
Coastal Engineering 1996 ; 3467-3480
1997-08-05
Conference paper
Electronic Resource
English
Asymmetric and Irregular Wave Effects on Bedload: Theory Versus Laboratory and Field Experiments
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