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Fine sediment carrying capacity of combined wave and current flows |
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| Authors: | Qing-He ZHANG Bing YAN Onyx W H WAI Prof School of Civil Engineering Tianjin University & Key Laboratory of Harbour Ocean Engineering Ministry of Education Tianjin China Postdoctoral Fellow Tianjin Research Institute of Water Transport Engineering & Key Laboratory of Engineering Sediment of Ministry of Transport Tianjin China Prof |
| Institution: | Qing-He ZHANG 1,Bing YAN 2,and Onyx W. H. WAI 31 Prof.,School of Civil Engineering,Tianjin University & Key Laboratory of Harbour and Ocean Engineering,Ministry of Education,Tianjin 300072,China,2 Postdoctoral Fellow,Tianjin Research Institute of Water Transport Engineering & Key Laboratory of Engineering Sediment of Ministry of Transport,Tianjin 300456,China 3 Prof.,Department of Civil & Structural Engineering,The Hong Kong Polytechnic University,Hong Kong |
| Abstract: | The so-called fine sediment in many coastal areas and estuaries in China is mostly referred to the mixture of cohesive sediment and non-cohesive sediment. To predict the mixed type fine sediment transport, sediment carrying capacity formulae combined with the 2-D suspended sediment transport equation and morphologic equation have been widely used in China. In the present study, the sediment carrying capacity formula suggested by Dou et al. (1995) for wave conditions has been improved and implemented for the... |
| Keywords: | Sediment carrying capacity Combined wave and current Sediment transport Fine sediment Bohai Bay Surf zone |
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