Tidal regime shift in Lingdingyang Bay, the Pearl River Delta: An identification and assessment of driving factors
Both natural changes (e.g., tidal forcing from the ocean and global sea level rise) and human‐induced changes (e.g., dredging for navigation, sand excavation, and land reclamation) exert considerable influences on the long‐term evolution of tidal regimes in estuaries. Evaluating the impacts of these...
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description | Both natural changes (e.g., tidal forcing from the ocean and global sea level rise) and human‐induced changes (e.g., dredging for navigation, sand excavation, and land reclamation) exert considerable influences on the long‐term evolution of tidal regimes in estuaries. Evaluating the impacts of these factors on tidal‐regime shifts is particularly important for the protection and management of estuarine environments. In this study, an analytical approach is developed to investigate the impacts of estuarine morphological alterations (mean water depth and width convergence length) on tidal hydrodynamics in Lingdingyang Bay, Southeast China. Based on the observed tidal levels from two tidal gauging stations along the channel, tidal wave celerity and tidal damping/amplification rate of different tidal constituents are computed using tidal amplitude and phase of tidal constituents extracted from a standard harmonic analysis. We show that the minimum mean water depth for the whole estuary occurred in 2006, whereas a shift in tidal wave celerity for the M2 tide component occurred in 2009. As such, the study period (1990–2016) could be separated into pre‐human (1990–2009) and post‐human (2010–2016) phases. Our results show that the damping/amplification rate and celerity of the M2 tide have increased by 31% (from 7 to 9.2 m−1) and 28% (from 7 to 9 m·s−1) respectively, as a consequence of the substantial impacts of human interventions. The proposed analytical method is subsequently applied to analyse the historical development of tidal hydrodynamics and regime shifts induced by human interventions, thus linking the evolution of estuarine morphology to the dominant tidal hydrodynamics along the channel. The observed tidal regime shift is primarily caused by channel deepening, which substantially enlarged the estuary and reduced effective bottom friction resulting in faster celerity and stronger wave amplification. Our proposed method for quantifying the impacts of human interventions on tidal regime shifts can inform evidence‐based guidelines for evaluating hydraulic responses to future engineering activities.
All abrupt breaks in wave celerity c for the four tidal constituents can be observed at around 2009, indicating a considerable tidal regime shift. The change‐point of estuarine morphology (in 2006) was slightly earlier than that of tidal wave celerity, which showed a slight lag effect of morphodynamics adjustment to the tidal regime shift. |
doi_str_mv | 10.1002/hyp.13773 |
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All abrupt breaks in wave celerity c for the four tidal constituents can be observed at around 2009, indicating a considerable tidal regime shift. The change‐point of estuarine morphology (in 2006) was slightly earlier than that of tidal wave celerity, which showed a slight lag effect of morphodynamics adjustment to the tidal regime shift.</description><identifier>ISSN: 0885-6087</identifier><identifier>EISSN: 1099-1085</identifier><identifier>DOI: 10.1002/hyp.13773</identifier><language>eng</language><publisher>Hoboken, USA: John Wiley & Sons, Inc</publisher><subject>analytical model ; Bottom friction ; Bottom trawling ; Brackishwater environment ; channel deepening ; Computational fluid dynamics ; Constituents ; Damping ; Discharge measurement ; Dredging ; Estuaries ; Estuarine dynamics ; Estuarine environments ; estuarine morphology ; Estuary management ; Evaluation ; Evolution ; Excavation ; Fluid flow ; Fluid mechanics ; Fourier analysis ; Friction reduction ; Gaging stations ; Global sea level ; Harmonic analysis ; human interventions ; Hydraulic engineering ; Hydrodynamics ; Land reclamation ; Man-induced effects ; Morphology ; Navigation ; Sea level ; Sea level changes ; Sea level rise ; Stream discharge ; Tidal amplitude ; Tidal constituents ; tidal regime ; Tidal regimes ; Tidal waves ; Water depth ; Wave amplification ; Wave velocity</subject><ispartof>Hydrological processes, 2020-06, Vol.34 (13), p.2878-2894</ispartof><rights>2020 John Wiley & Sons Ltd</rights><rights>2020 John Wiley & Sons, Ltd.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c2973-b366623750919014d140bae05b900fed52221618bac69de89874d0e2ec8682533</citedby><cites>FETCH-LOGICAL-c2973-b366623750919014d140bae05b900fed52221618bac69de89874d0e2ec8682533</cites><orcidid>0000-0002-5311-3178 ; 0000-0001-7327-4879 ; 0000-0003-2274-1849</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://onlinelibrary.wiley.com/doi/pdf/10.1002%2Fhyp.13773$$EPDF$$P50$$Gwiley$$H</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1002%2Fhyp.13773$$EHTML$$P50$$Gwiley$$H</linktohtml><link.rule.ids>314,780,784,1416,27922,27923,45572,45573</link.rule.ids></links><search><creatorcontrib>Wang, Heng</creatorcontrib><creatorcontrib>Zhang, Ping</creatorcontrib><creatorcontrib>Hu, Shuai</creatorcontrib><creatorcontrib>Cai, Huayang</creatorcontrib><creatorcontrib>Fu, Linxi</creatorcontrib><creatorcontrib>Liu, Feng</creatorcontrib><creatorcontrib>Yang, Qingshu</creatorcontrib><title>Tidal regime shift in Lingdingyang Bay, the Pearl River Delta: An identification and assessment of driving factors</title><title>Hydrological processes</title><description>Both natural changes (e.g., tidal forcing from the ocean and global sea level rise) and human‐induced changes (e.g., dredging for navigation, sand excavation, and land reclamation) exert considerable influences on the long‐term evolution of tidal regimes in estuaries. Evaluating the impacts of these factors on tidal‐regime shifts is particularly important for the protection and management of estuarine environments. In this study, an analytical approach is developed to investigate the impacts of estuarine morphological alterations (mean water depth and width convergence length) on tidal hydrodynamics in Lingdingyang Bay, Southeast China. Based on the observed tidal levels from two tidal gauging stations along the channel, tidal wave celerity and tidal damping/amplification rate of different tidal constituents are computed using tidal amplitude and phase of tidal constituents extracted from a standard harmonic analysis. We show that the minimum mean water depth for the whole estuary occurred in 2006, whereas a shift in tidal wave celerity for the M2 tide component occurred in 2009. As such, the study period (1990–2016) could be separated into pre‐human (1990–2009) and post‐human (2010–2016) phases. Our results show that the damping/amplification rate and celerity of the M2 tide have increased by 31% (from 7 to 9.2 m−1) and 28% (from 7 to 9 m·s−1) respectively, as a consequence of the substantial impacts of human interventions. The proposed analytical method is subsequently applied to analyse the historical development of tidal hydrodynamics and regime shifts induced by human interventions, thus linking the evolution of estuarine morphology to the dominant tidal hydrodynamics along the channel. The observed tidal regime shift is primarily caused by channel deepening, which substantially enlarged the estuary and reduced effective bottom friction resulting in faster celerity and stronger wave amplification. Our proposed method for quantifying the impacts of human interventions on tidal regime shifts can inform evidence‐based guidelines for evaluating hydraulic responses to future engineering activities.
All abrupt breaks in wave celerity c for the four tidal constituents can be observed at around 2009, indicating a considerable tidal regime shift. The change‐point of estuarine morphology (in 2006) was slightly earlier than that of tidal wave celerity, which showed a slight lag effect of morphodynamics adjustment to the tidal regime shift.</description><subject>analytical model</subject><subject>Bottom friction</subject><subject>Bottom trawling</subject><subject>Brackishwater environment</subject><subject>channel deepening</subject><subject>Computational fluid dynamics</subject><subject>Constituents</subject><subject>Damping</subject><subject>Discharge measurement</subject><subject>Dredging</subject><subject>Estuaries</subject><subject>Estuarine dynamics</subject><subject>Estuarine environments</subject><subject>estuarine morphology</subject><subject>Estuary management</subject><subject>Evaluation</subject><subject>Evolution</subject><subject>Excavation</subject><subject>Fluid flow</subject><subject>Fluid mechanics</subject><subject>Fourier analysis</subject><subject>Friction reduction</subject><subject>Gaging stations</subject><subject>Global sea level</subject><subject>Harmonic analysis</subject><subject>human interventions</subject><subject>Hydraulic engineering</subject><subject>Hydrodynamics</subject><subject>Land reclamation</subject><subject>Man-induced effects</subject><subject>Morphology</subject><subject>Navigation</subject><subject>Sea level</subject><subject>Sea level changes</subject><subject>Sea level rise</subject><subject>Stream discharge</subject><subject>Tidal amplitude</subject><subject>Tidal constituents</subject><subject>tidal regime</subject><subject>Tidal regimes</subject><subject>Tidal waves</subject><subject>Water depth</subject><subject>Wave amplification</subject><subject>Wave velocity</subject><issn>0885-6087</issn><issn>1099-1085</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNp1kE1Lw0AQhhdRsFYP_oMFT4JpZzfJ7sab1o8KBYvUg6ewyU7aLemm7qaV_Huj9ephGBie9x14CLlkMGIAfLzqtiMWSxkfkQGDLIsYqPSYDECpNBKg5Ck5C2ENAAkoGBC_sEbX1OPSbpCGla1aah2dWbc0_XTaLem97m5ou0I6R-1r-mb36OkD1q2-pXeOWoOutZUtdWsbR7UzVIeAIWz6O20qarzd91200mXb-HBOTipdB7z420Py_vS4mEyj2evzy-RuFpU8k3FUxEIIHssUMpYBSwxLoNAIaZEBVGhSzjkTTBW6FJlBlSmZGECOpRKKp3E8JFeH3q1vPncY2nzd7LzrX-Y8YTFPhZSsp64PVOmbEDxW-dbbjfZdziD_UZr3SvNfpT07PrBftsbufzCffswPiW9fu3cw</recordid><startdate>20200630</startdate><enddate>20200630</enddate><creator>Wang, Heng</creator><creator>Zhang, Ping</creator><creator>Hu, Shuai</creator><creator>Cai, Huayang</creator><creator>Fu, Linxi</creator><creator>Liu, Feng</creator><creator>Yang, Qingshu</creator><general>John Wiley & Sons, Inc</general><general>Wiley Subscription Services, Inc</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7ST</scope><scope>7TG</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope><scope>SOI</scope><orcidid>https://orcid.org/0000-0002-5311-3178</orcidid><orcidid>https://orcid.org/0000-0001-7327-4879</orcidid><orcidid>https://orcid.org/0000-0003-2274-1849</orcidid></search><sort><creationdate>20200630</creationdate><title>Tidal regime shift in Lingdingyang Bay, the Pearl River Delta: An identification and assessment of driving factors</title><author>Wang, Heng ; Zhang, Ping ; Hu, Shuai ; Cai, Huayang ; Fu, Linxi ; Liu, Feng ; Yang, Qingshu</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2973-b366623750919014d140bae05b900fed52221618bac69de89874d0e2ec8682533</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>analytical model</topic><topic>Bottom friction</topic><topic>Bottom trawling</topic><topic>Brackishwater environment</topic><topic>channel deepening</topic><topic>Computational fluid dynamics</topic><topic>Constituents</topic><topic>Damping</topic><topic>Discharge measurement</topic><topic>Dredging</topic><topic>Estuaries</topic><topic>Estuarine dynamics</topic><topic>Estuarine environments</topic><topic>estuarine morphology</topic><topic>Estuary management</topic><topic>Evaluation</topic><topic>Evolution</topic><topic>Excavation</topic><topic>Fluid flow</topic><topic>Fluid mechanics</topic><topic>Fourier analysis</topic><topic>Friction reduction</topic><topic>Gaging stations</topic><topic>Global sea level</topic><topic>Harmonic analysis</topic><topic>human interventions</topic><topic>Hydraulic engineering</topic><topic>Hydrodynamics</topic><topic>Land reclamation</topic><topic>Man-induced effects</topic><topic>Morphology</topic><topic>Navigation</topic><topic>Sea level</topic><topic>Sea level changes</topic><topic>Sea level rise</topic><topic>Stream discharge</topic><topic>Tidal amplitude</topic><topic>Tidal constituents</topic><topic>tidal regime</topic><topic>Tidal regimes</topic><topic>Tidal waves</topic><topic>Water depth</topic><topic>Wave amplification</topic><topic>Wave velocity</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wang, Heng</creatorcontrib><creatorcontrib>Zhang, Ping</creatorcontrib><creatorcontrib>Hu, Shuai</creatorcontrib><creatorcontrib>Cai, Huayang</creatorcontrib><creatorcontrib>Fu, Linxi</creatorcontrib><creatorcontrib>Liu, Feng</creatorcontrib><creatorcontrib>Yang, Qingshu</creatorcontrib><collection>CrossRef</collection><collection>Aqualine</collection><collection>Environment Abstracts</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Environment Abstracts</collection><jtitle>Hydrological processes</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wang, Heng</au><au>Zhang, Ping</au><au>Hu, Shuai</au><au>Cai, Huayang</au><au>Fu, Linxi</au><au>Liu, Feng</au><au>Yang, Qingshu</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Tidal regime shift in Lingdingyang Bay, the Pearl River Delta: An identification and assessment of driving factors</atitle><jtitle>Hydrological processes</jtitle><date>2020-06-30</date><risdate>2020</risdate><volume>34</volume><issue>13</issue><spage>2878</spage><epage>2894</epage><pages>2878-2894</pages><issn>0885-6087</issn><eissn>1099-1085</eissn><abstract>Both natural changes (e.g., tidal forcing from the ocean and global sea level rise) and human‐induced changes (e.g., dredging for navigation, sand excavation, and land reclamation) exert considerable influences on the long‐term evolution of tidal regimes in estuaries. Evaluating the impacts of these factors on tidal‐regime shifts is particularly important for the protection and management of estuarine environments. In this study, an analytical approach is developed to investigate the impacts of estuarine morphological alterations (mean water depth and width convergence length) on tidal hydrodynamics in Lingdingyang Bay, Southeast China. Based on the observed tidal levels from two tidal gauging stations along the channel, tidal wave celerity and tidal damping/amplification rate of different tidal constituents are computed using tidal amplitude and phase of tidal constituents extracted from a standard harmonic analysis. We show that the minimum mean water depth for the whole estuary occurred in 2006, whereas a shift in tidal wave celerity for the M2 tide component occurred in 2009. As such, the study period (1990–2016) could be separated into pre‐human (1990–2009) and post‐human (2010–2016) phases. Our results show that the damping/amplification rate and celerity of the M2 tide have increased by 31% (from 7 to 9.2 m−1) and 28% (from 7 to 9 m·s−1) respectively, as a consequence of the substantial impacts of human interventions. The proposed analytical method is subsequently applied to analyse the historical development of tidal hydrodynamics and regime shifts induced by human interventions, thus linking the evolution of estuarine morphology to the dominant tidal hydrodynamics along the channel. The observed tidal regime shift is primarily caused by channel deepening, which substantially enlarged the estuary and reduced effective bottom friction resulting in faster celerity and stronger wave amplification. Our proposed method for quantifying the impacts of human interventions on tidal regime shifts can inform evidence‐based guidelines for evaluating hydraulic responses to future engineering activities.
All abrupt breaks in wave celerity c for the four tidal constituents can be observed at around 2009, indicating a considerable tidal regime shift. The change‐point of estuarine morphology (in 2006) was slightly earlier than that of tidal wave celerity, which showed a slight lag effect of morphodynamics adjustment to the tidal regime shift.</abstract><cop>Hoboken, USA</cop><pub>John Wiley & Sons, Inc</pub><doi>10.1002/hyp.13773</doi><tpages>17</tpages><orcidid>https://orcid.org/0000-0002-5311-3178</orcidid><orcidid>https://orcid.org/0000-0001-7327-4879</orcidid><orcidid>https://orcid.org/0000-0003-2274-1849</orcidid></addata></record> |
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subjects | analytical model Bottom friction Bottom trawling Brackishwater environment channel deepening Computational fluid dynamics Constituents Damping Discharge measurement Dredging Estuaries Estuarine dynamics Estuarine environments estuarine morphology Estuary management Evaluation Evolution Excavation Fluid flow Fluid mechanics Fourier analysis Friction reduction Gaging stations Global sea level Harmonic analysis human interventions Hydraulic engineering Hydrodynamics Land reclamation Man-induced effects Morphology Navigation Sea level Sea level changes Sea level rise Stream discharge Tidal amplitude Tidal constituents tidal regime Tidal regimes Tidal waves Water depth Wave amplification Wave velocity |
title | Tidal regime shift in Lingdingyang Bay, the Pearl River Delta: An identification and assessment of driving factors |
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