Vertical Distribution of Sediment Concentration in Offshore Waters

Li, C.; Fu, X.; Xiao, Q.; Pan, X., and Cao, H., 2018. Vertical distribution of sediment concentration in offshore waters. In: Liu, Z.L. and Mi, C. (eds.), Advances in Sustainable Port and Ocean Engineering. Journal of Coastal Research, Special Issue No. 83, pp. 167–171. Coconut Creek (Florida), ISSN...

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Veröffentlicht in:Journal of coastal research 2019-05, Vol.83 (sp1), p.167-171
Hauptverfasser: Li, Chunhui, Fu, Xiaoyan, Xiao, Qianlu, Pan, Xishan, Cao, Hongsheng
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container_end_page 171
container_issue sp1
container_start_page 167
container_title Journal of coastal research
container_volume 83
creator Li, Chunhui
Fu, Xiaoyan
Xiao, Qianlu
Pan, Xishan
Cao, Hongsheng
description Li, C.; Fu, X.; Xiao, Q.; Pan, X., and Cao, H., 2018. Vertical distribution of sediment concentration in offshore waters. In: Liu, Z.L. and Mi, C. (eds.), Advances in Sustainable Port and Ocean Engineering. Journal of Coastal Research, Special Issue No. 83, pp. 167–171. Coconut Creek (Florida), ISSN 0749-0208. The existing formulae of vertical distribution of sand concentration are difficult to integrate. Based on the formula of vertical distribution of the flow velocity obtained in the previous study and the suspended sediment diffusion equation in equilibrium, a formula of the distribution of suspended sediment is deduced. It can effectively avoid the phenomena that the Rouse formula equals zero at the water surface. The field measurement data of Jiangsu Sea is used to verify and analyze the deuced formula. And results show that it has a high accuracy and it solve the difficulties caused by lack of data in engineering, such as only the sediment concentration on the surface is given.
doi_str_mv 10.2112/SI83-025.1
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Vertical distribution of sediment concentration in offshore waters. In: Liu, Z.L. and Mi, C. (eds.), Advances in Sustainable Port and Ocean Engineering. Journal of Coastal Research, Special Issue No. 83, pp. 167–171. Coconut Creek (Florida), ISSN 0749-0208. The existing formulae of vertical distribution of sand concentration are difficult to integrate. Based on the formula of vertical distribution of the flow velocity obtained in the previous study and the suspended sediment diffusion equation in equilibrium, a formula of the distribution of suspended sediment is deduced. It can effectively avoid the phenomena that the Rouse formula equals zero at the water surface. The field measurement data of Jiangsu Sea is used to verify and analyze the deuced formula. And results show that it has a high accuracy and it solve the difficulties caused by lack of data in engineering, such as only the sediment concentration on the surface is given.</description><identifier>ISSN: 0749-0208</identifier><identifier>EISSN: 1551-5036</identifier><identifier>DOI: 10.2112/SI83-025.1</identifier><language>eng</language><publisher>Fort Lauderdale: Coastal Education and Research Foundation</publisher><subject>Coastal water ; Coefficients ; Diffusion coefficient ; Diffusion theory ; Distribution ; Dye dispersion ; Flow velocity ; Hydraulic engineering ; INSHORE AND OFFSHORE DYNAMICS ; Marine engineering ; near-shore waters ; Ocean engineering ; Offshore ; Offshore engineering ; R&amp;D ; Research &amp; development ; Research facilities ; Science ; Sea water ; Sediment ; Sediment concentration ; Sediment transport ; sediment-laden flow ; Sediments ; Shear stress ; Suspended sediments ; Suspended solids ; Theory ; Vertical distribution ; Vertical distribution of sediment concentration</subject><ispartof>Journal of coastal research, 2019-05, Vol.83 (sp1), p.167-171</ispartof><rights>Coastal Education and Research Foundation, Inc. 2018</rights><rights>Copyright Allen Press Publishing Services 2018</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-b273t-1b540d0d08d7a0f03a735328037eaf1609a7c82355a2d7507c2bd145567b51c93</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.jstor.org/stable/pdf/26542949$$EPDF$$P50$$Gjstor$$H</linktopdf><linktohtml>$$Uhttps://www.jstor.org/stable/26542949$$EHTML$$P50$$Gjstor$$H</linktohtml><link.rule.ids>314,780,784,803,27924,27925,58017,58250</link.rule.ids></links><search><creatorcontrib>Li, Chunhui</creatorcontrib><creatorcontrib>Fu, Xiaoyan</creatorcontrib><creatorcontrib>Xiao, Qianlu</creatorcontrib><creatorcontrib>Pan, Xishan</creatorcontrib><creatorcontrib>Cao, Hongsheng</creatorcontrib><title>Vertical Distribution of Sediment Concentration in Offshore Waters</title><title>Journal of coastal research</title><description>Li, C.; Fu, X.; Xiao, Q.; Pan, X., and Cao, H., 2018. Vertical distribution of sediment concentration in offshore waters. In: Liu, Z.L. and Mi, C. (eds.), Advances in Sustainable Port and Ocean Engineering. Journal of Coastal Research, Special Issue No. 83, pp. 167–171. Coconut Creek (Florida), ISSN 0749-0208. The existing formulae of vertical distribution of sand concentration are difficult to integrate. Based on the formula of vertical distribution of the flow velocity obtained in the previous study and the suspended sediment diffusion equation in equilibrium, a formula of the distribution of suspended sediment is deduced. It can effectively avoid the phenomena that the Rouse formula equals zero at the water surface. The field measurement data of Jiangsu Sea is used to verify and analyze the deuced formula. 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Fu, X.; Xiao, Q.; Pan, X., and Cao, H., 2018. Vertical distribution of sediment concentration in offshore waters. In: Liu, Z.L. and Mi, C. (eds.), Advances in Sustainable Port and Ocean Engineering. Journal of Coastal Research, Special Issue No. 83, pp. 167–171. Coconut Creek (Florida), ISSN 0749-0208. The existing formulae of vertical distribution of sand concentration are difficult to integrate. Based on the formula of vertical distribution of the flow velocity obtained in the previous study and the suspended sediment diffusion equation in equilibrium, a formula of the distribution of suspended sediment is deduced. It can effectively avoid the phenomena that the Rouse formula equals zero at the water surface. The field measurement data of Jiangsu Sea is used to verify and analyze the deuced formula. And results show that it has a high accuracy and it solve the difficulties caused by lack of data in engineering, such as only the sediment concentration on the surface is given.</abstract><cop>Fort Lauderdale</cop><pub>Coastal Education and Research Foundation</pub><doi>10.2112/SI83-025.1</doi><tpages>5</tpages></addata></record>
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subjects Coastal water
Coefficients
Diffusion coefficient
Diffusion theory
Distribution
Dye dispersion
Flow velocity
Hydraulic engineering
INSHORE AND OFFSHORE DYNAMICS
Marine engineering
near-shore waters
Ocean engineering
Offshore
Offshore engineering
R&D
Research & development
Research facilities
Science
Sea water
Sediment
Sediment concentration
Sediment transport
sediment-laden flow
Sediments
Shear stress
Suspended sediments
Suspended solids
Theory
Vertical distribution
Vertical distribution of sediment concentration
title Vertical Distribution of Sediment Concentration in Offshore Waters
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