Impacts of Suspended Clay Particle Deposition on Sand‐Bed Morphodynamics
Fine particles (0.1–100 microns) are ubiquitous within the water column. Observations on the interactions between suspended fine particles and sediment beds remain limited, reducing our ability to understand the interactions and feedbacks between fine particles, morphodynamics, and hyporheic flow. W...
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creator | Dallmann, J. Phillips, C. B. Teitelbaum, Y. Sund, N. Schumer, R. Arnon, S. Packman, A. I. |
description | Fine particles (0.1–100 microns) are ubiquitous within the water column. Observations on the interactions between suspended fine particles and sediment beds remain limited, reducing our ability to understand the interactions and feedbacks between fine particles, morphodynamics, and hyporheic flow. We performed laboratory experiments to explore changes in bedform morphodynamics and hyporheic flow following the progressive addition of kaolinite clay to the water column above a mobile sand bed. We characterized these interactions by taking high‐frequency time series measurements of bed topography and freestream clay concentration combined with solute injections and bed sediment cores to characterize subsurface properties. Deposition of initially suspended clay resulted in a decrease of bedform height, celerity, and sediment flux by 14%, 22%, and 29% when 1000 g was accumulated within the bed (equal to clay/sand mass ratio of 0.4% in the bed). The hyporheic exchange flux decreased by almost a factor of 2 for all clay additions, regardless of the amount of clay eventually deposited in the bed. Post experiment sediment cores showed clay accumulation within and below the mobile layer of the bedforms, with the peak concentration occurring at the most frequent bedform scour depth. These results demonstrate the tight coupling between bed sediment morphodynamics, fine particle (clay) deposition, and hyporheic exchange. Suspended and bed load transport rates are diminished by the transfer of suspended load to the sediment via hyporheic exchange. This coupling should be considered when estimating sediment transport rates.
Key Points
Initially suspended fine clay particles within the water column rapidly accumulate within the sediment bed due to hyporheic exchange
Fine clay particle storage occurs beneath the mobile layer of the sediment bed defined by the extent of bedform scour
Formation of the fine particle layer results in reductions of bedform celerity, height, and sediment flux while length is unchanged |
doi_str_mv | 10.1029/2019WR027010 |
format | Article |
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Key Points
Initially suspended fine clay particles within the water column rapidly accumulate within the sediment bed due to hyporheic exchange
Fine clay particle storage occurs beneath the mobile layer of the sediment bed defined by the extent of bedform scour
Formation of the fine particle layer results in reductions of bedform celerity, height, and sediment flux while length is unchanged</description><identifier>ISSN: 0043-1397</identifier><identifier>EISSN: 1944-7973</identifier><identifier>DOI: 10.1029/2019WR027010</identifier><language>eng</language><publisher>Washington: John Wiley & Sons, Inc</publisher><subject>Bed forms ; Bed load ; Bedforms ; Clay ; Cohesion ; Cores ; Coupling ; Exchanging ; Fine Particles ; Hyporheic Exchange ; Kaolinite ; Laboratory experiments ; Load distribution ; Mobile Bedforms ; Particle deposition ; Sand ; Sand beds ; Sand‐Bed ; Sediment ; Sediment load ; Sediment Transport ; Sedimentary structures ; Sediments ; Solutes ; Suspended load ; Water circulation ; Water column</subject><ispartof>Water resources research, 2020-08, Vol.56 (8), p.n/a</ispartof><rights>2020. American Geophysical Union. All Rights Reserved.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a3304-4557d2044f3a27fd5e8055a3d24c4ca66ce6c92e74957575559a4918c72879743</citedby><cites>FETCH-LOGICAL-a3304-4557d2044f3a27fd5e8055a3d24c4ca66ce6c92e74957575559a4918c72879743</cites><orcidid>0000-0003-3172-4549 ; 0000-0001-9950-2497 ; 0000-0003-4871-8639 ; 0000-0001-6094-5637 ; 0000-0003-1230-4805 ; 0000-0002-7109-8979</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://onlinelibrary.wiley.com/doi/pdf/10.1029%2F2019WR027010$$EPDF$$P50$$Gwiley$$H</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1029%2F2019WR027010$$EHTML$$P50$$Gwiley$$H</linktohtml><link.rule.ids>314,780,784,1417,11514,27924,27925,45574,45575,46468,46892</link.rule.ids></links><search><creatorcontrib>Dallmann, J.</creatorcontrib><creatorcontrib>Phillips, C. B.</creatorcontrib><creatorcontrib>Teitelbaum, Y.</creatorcontrib><creatorcontrib>Sund, N.</creatorcontrib><creatorcontrib>Schumer, R.</creatorcontrib><creatorcontrib>Arnon, S.</creatorcontrib><creatorcontrib>Packman, A. I.</creatorcontrib><title>Impacts of Suspended Clay Particle Deposition on Sand‐Bed Morphodynamics</title><title>Water resources research</title><description>Fine particles (0.1–100 microns) are ubiquitous within the water column. Observations on the interactions between suspended fine particles and sediment beds remain limited, reducing our ability to understand the interactions and feedbacks between fine particles, morphodynamics, and hyporheic flow. We performed laboratory experiments to explore changes in bedform morphodynamics and hyporheic flow following the progressive addition of kaolinite clay to the water column above a mobile sand bed. We characterized these interactions by taking high‐frequency time series measurements of bed topography and freestream clay concentration combined with solute injections and bed sediment cores to characterize subsurface properties. Deposition of initially suspended clay resulted in a decrease of bedform height, celerity, and sediment flux by 14%, 22%, and 29% when 1000 g was accumulated within the bed (equal to clay/sand mass ratio of 0.4% in the bed). The hyporheic exchange flux decreased by almost a factor of 2 for all clay additions, regardless of the amount of clay eventually deposited in the bed. Post experiment sediment cores showed clay accumulation within and below the mobile layer of the bedforms, with the peak concentration occurring at the most frequent bedform scour depth. These results demonstrate the tight coupling between bed sediment morphodynamics, fine particle (clay) deposition, and hyporheic exchange. Suspended and bed load transport rates are diminished by the transfer of suspended load to the sediment via hyporheic exchange. This coupling should be considered when estimating sediment transport rates.
Key Points
Initially suspended fine clay particles within the water column rapidly accumulate within the sediment bed due to hyporheic exchange
Fine clay particle storage occurs beneath the mobile layer of the sediment bed defined by the extent of bedform scour
Formation of the fine particle layer results in reductions of bedform celerity, height, and sediment flux while length is unchanged</description><subject>Bed forms</subject><subject>Bed load</subject><subject>Bedforms</subject><subject>Clay</subject><subject>Cohesion</subject><subject>Cores</subject><subject>Coupling</subject><subject>Exchanging</subject><subject>Fine Particles</subject><subject>Hyporheic Exchange</subject><subject>Kaolinite</subject><subject>Laboratory experiments</subject><subject>Load distribution</subject><subject>Mobile Bedforms</subject><subject>Particle deposition</subject><subject>Sand</subject><subject>Sand beds</subject><subject>Sand‐Bed</subject><subject>Sediment</subject><subject>Sediment load</subject><subject>Sediment Transport</subject><subject>Sedimentary structures</subject><subject>Sediments</subject><subject>Solutes</subject><subject>Suspended load</subject><subject>Water circulation</subject><subject>Water column</subject><issn>0043-1397</issn><issn>1944-7973</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNp90M1KAzEQB_AgCtbqzQdY8OpqPiab5qjrV6WitEqPISRZ3LLdrMkW2ZuP4DP6JEbqwZPMwFx-zDB_hI4JPiOYynOKiVzOMRWY4B00IhIgF1KwXTTCGFhOmBT76CDGFcYEeCFG6H667rTpY-arbLGJnWuts1nZ6CF70qGvTeOyK9f5WPe1b7PUC93ar4_Py8QefOhevR1ava5NPER7lW6iO_qdY_Ryc_1c3uWzx9tpeTHLNWMYcuBcWIoBKqapqCx3E8y5ZpaCAaOLwrjCSOoESC5ScS41SDIxgk7SM8DG6GS7twv-beNir1Z-E9p0UlFggtACuEjqdKtM8DEGV6ku1GsdBkWw-klL_U0rcbbl73Xjhn-tWs7LOYUiHfsGHX1qLA</recordid><startdate>202008</startdate><enddate>202008</enddate><creator>Dallmann, J.</creator><creator>Phillips, C. 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B.</au><au>Teitelbaum, Y.</au><au>Sund, N.</au><au>Schumer, R.</au><au>Arnon, S.</au><au>Packman, A. I.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Impacts of Suspended Clay Particle Deposition on Sand‐Bed Morphodynamics</atitle><jtitle>Water resources research</jtitle><date>2020-08</date><risdate>2020</risdate><volume>56</volume><issue>8</issue><epage>n/a</epage><issn>0043-1397</issn><eissn>1944-7973</eissn><abstract>Fine particles (0.1–100 microns) are ubiquitous within the water column. Observations on the interactions between suspended fine particles and sediment beds remain limited, reducing our ability to understand the interactions and feedbacks between fine particles, morphodynamics, and hyporheic flow. We performed laboratory experiments to explore changes in bedform morphodynamics and hyporheic flow following the progressive addition of kaolinite clay to the water column above a mobile sand bed. We characterized these interactions by taking high‐frequency time series measurements of bed topography and freestream clay concentration combined with solute injections and bed sediment cores to characterize subsurface properties. Deposition of initially suspended clay resulted in a decrease of bedform height, celerity, and sediment flux by 14%, 22%, and 29% when 1000 g was accumulated within the bed (equal to clay/sand mass ratio of 0.4% in the bed). The hyporheic exchange flux decreased by almost a factor of 2 for all clay additions, regardless of the amount of clay eventually deposited in the bed. Post experiment sediment cores showed clay accumulation within and below the mobile layer of the bedforms, with the peak concentration occurring at the most frequent bedform scour depth. These results demonstrate the tight coupling between bed sediment morphodynamics, fine particle (clay) deposition, and hyporheic exchange. Suspended and bed load transport rates are diminished by the transfer of suspended load to the sediment via hyporheic exchange. This coupling should be considered when estimating sediment transport rates.
Key Points
Initially suspended fine clay particles within the water column rapidly accumulate within the sediment bed due to hyporheic exchange
Fine clay particle storage occurs beneath the mobile layer of the sediment bed defined by the extent of bedform scour
Formation of the fine particle layer results in reductions of bedform celerity, height, and sediment flux while length is unchanged</abstract><cop>Washington</cop><pub>John Wiley & Sons, Inc</pub><doi>10.1029/2019WR027010</doi><tpages>15</tpages><orcidid>https://orcid.org/0000-0003-3172-4549</orcidid><orcidid>https://orcid.org/0000-0001-9950-2497</orcidid><orcidid>https://orcid.org/0000-0003-4871-8639</orcidid><orcidid>https://orcid.org/0000-0001-6094-5637</orcidid><orcidid>https://orcid.org/0000-0003-1230-4805</orcidid><orcidid>https://orcid.org/0000-0002-7109-8979</orcidid></addata></record> |
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source | Wiley-Blackwell AGU Digital Library; EZB-FREE-00999 freely available EZB journals; Wiley Online Library All Journals |
subjects | Bed forms Bed load Bedforms Clay Cohesion Cores Coupling Exchanging Fine Particles Hyporheic Exchange Kaolinite Laboratory experiments Load distribution Mobile Bedforms Particle deposition Sand Sand beds Sand‐Bed Sediment Sediment load Sediment Transport Sedimentary structures Sediments Solutes Suspended load Water circulation Water column |
title | Impacts of Suspended Clay Particle Deposition on Sand‐Bed Morphodynamics |
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