A Mechanistic Model for Lateral Erosion of Bedrock Channel Banks by Bedload Particle Impacts
Bedrock incision plays a key role in determining the pace of landscape evolution. Much is known about how bedrock rivers incise vertically, but less is known about lateral erosion. Lateral erosion is widely thought to occur when the bed is alluviated, which prevents vertical erosion and deflects the...
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Veröffentlicht in: | Journal of geophysical research. Earth surface 2020-06, Vol.125 (6), p.n/a |
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creator | Li, Tingan Fuller, Theodore K. Sklar, Leonard S. Gran, Karen B. Venditti, Jeremy G. |
description | Bedrock incision plays a key role in determining the pace of landscape evolution. Much is known about how bedrock rivers incise vertically, but less is known about lateral erosion. Lateral erosion is widely thought to occur when the bed is alluviated, which prevents vertical erosion and deflects the downstream transport of bedload particles into channel walls. Here we develop a model for lateral erosion by bedload particle impacts. The lateral erosion rate is the product of the volume eroded per particle impact and the impact rate. The volume eroded per particle impact is modeled by tracking the motion of bedload particles from collision with roughness elements to impacts on the wall. The impact rate on the wall is calculated from deflection rates on roughness elements. The numerical model further incorporates the coevolution of wall morphology, shear stress, and erosion rate. The model predicts the undercut wall shape observed in physical experiments. The nondimensional lateral erosion rate is used to explore how lateral erosion varies under different relative sediment supply (ratio of supply to transport capacity) and transport stage conditions. Maximum lateral erosion rates occur at high relative sediment supply rates (~0.7) and moderate transport stages (~10). The competition between lateral and vertical erosion is investigated by coupling the saltation‐abrasion vertical erosion model with our lateral erosion model. The results suggest that vertical erosion dominates under near 75% of supply and transport stage conditions but is outpaced by lateral erosion near the threshold for full bed coverage.
Key Points
A lateral erosion model is developed based on the mechanism of abrasion caused by impacts of deflected bedload particles
The undercut wall shape observed in the laboratory experiments is successfully reproduced by the lateral erosion model
The vertical erosion dominates under ~75% of sediment transport and supply conditions but is outpaced by lateral erosion when the bed is near fully covered |
doi_str_mv | 10.1029/2019JF005509 |
format | Article |
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Key Points
A lateral erosion model is developed based on the mechanism of abrasion caused by impacts of deflected bedload particles
The undercut wall shape observed in the laboratory experiments is successfully reproduced by the lateral erosion model
The vertical erosion dominates under ~75% of sediment transport and supply conditions but is outpaced by lateral erosion when the bed is near fully covered</description><identifier>ISSN: 2169-9003</identifier><identifier>EISSN: 2169-9011</identifier><identifier>DOI: 10.1029/2019JF005509</identifier><language>eng</language><publisher>Washington: Blackwell Publishing Ltd</publisher><subject>Abrasion ; Bank erosion ; Bed load ; Bedrock ; Coevolution ; Deflection ; Erosion models ; Erosion rates ; Mathematical models ; Morphology ; Numerical models ; Particle impact ; Rivers ; Roughness ; Saltation ; Sediment ; Sediment transport ; Shear stress ; Soil erosion ; Tracking</subject><ispartof>Journal of geophysical research. Earth surface, 2020-06, Vol.125 (6), p.n/a</ispartof><rights>2020. American Geophysical Union. All Rights Reserved.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a3683-b6905afb7218c1d6711ecb05111258cf962d15b489bc1b4c5f5002596eee5f7b3</citedby><cites>FETCH-LOGICAL-a3683-b6905afb7218c1d6711ecb05111258cf962d15b489bc1b4c5f5002596eee5f7b3</cites><orcidid>0000-0002-2876-4251 ; 0000-0002-6006-7712 ; 0000-0001-9626-733X ; 0000-0001-9832-3016 ; 0000-0002-8542-9994</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%2F2019JF005509$$EPDF$$P50$$Gwiley$$H</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1029%2F2019JF005509$$EHTML$$P50$$Gwiley$$H</linktohtml><link.rule.ids>314,776,780,1411,1427,11494,27903,27904,45553,45554,46388,46447,46812,46871</link.rule.ids></links><search><creatorcontrib>Li, Tingan</creatorcontrib><creatorcontrib>Fuller, Theodore K.</creatorcontrib><creatorcontrib>Sklar, Leonard S.</creatorcontrib><creatorcontrib>Gran, Karen B.</creatorcontrib><creatorcontrib>Venditti, Jeremy G.</creatorcontrib><title>A Mechanistic Model for Lateral Erosion of Bedrock Channel Banks by Bedload Particle Impacts</title><title>Journal of geophysical research. Earth surface</title><description>Bedrock incision plays a key role in determining the pace of landscape evolution. Much is known about how bedrock rivers incise vertically, but less is known about lateral erosion. Lateral erosion is widely thought to occur when the bed is alluviated, which prevents vertical erosion and deflects the downstream transport of bedload particles into channel walls. Here we develop a model for lateral erosion by bedload particle impacts. The lateral erosion rate is the product of the volume eroded per particle impact and the impact rate. The volume eroded per particle impact is modeled by tracking the motion of bedload particles from collision with roughness elements to impacts on the wall. The impact rate on the wall is calculated from deflection rates on roughness elements. The numerical model further incorporates the coevolution of wall morphology, shear stress, and erosion rate. The model predicts the undercut wall shape observed in physical experiments. The nondimensional lateral erosion rate is used to explore how lateral erosion varies under different relative sediment supply (ratio of supply to transport capacity) and transport stage conditions. Maximum lateral erosion rates occur at high relative sediment supply rates (~0.7) and moderate transport stages (~10). The competition between lateral and vertical erosion is investigated by coupling the saltation‐abrasion vertical erosion model with our lateral erosion model. The results suggest that vertical erosion dominates under near 75% of supply and transport stage conditions but is outpaced by lateral erosion near the threshold for full bed coverage.
Key Points
A lateral erosion model is developed based on the mechanism of abrasion caused by impacts of deflected bedload particles
The undercut wall shape observed in the laboratory experiments is successfully reproduced by the lateral erosion model
The vertical erosion dominates under ~75% of sediment transport and supply conditions but is outpaced by lateral erosion when the bed is near fully covered</description><subject>Abrasion</subject><subject>Bank erosion</subject><subject>Bed load</subject><subject>Bedrock</subject><subject>Coevolution</subject><subject>Deflection</subject><subject>Erosion models</subject><subject>Erosion rates</subject><subject>Mathematical models</subject><subject>Morphology</subject><subject>Numerical models</subject><subject>Particle impact</subject><subject>Rivers</subject><subject>Roughness</subject><subject>Saltation</subject><subject>Sediment</subject><subject>Sediment transport</subject><subject>Shear stress</subject><subject>Soil erosion</subject><subject>Tracking</subject><issn>2169-9003</issn><issn>2169-9011</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNp9kEFLAzEQhYMoWLQ3f0DAq6uZpNndHNvS1pYWRfQmhCSb4LbbTU22SP-9KRXx5FxmmPl4j3kI3QC5B0LFAyUgFlNCOCfiDPUo5CITBOD8dybsEvVjXJNUZVoB7aH3IV5Z86HaOna1wStf2QY7H_BSdTaoBk-Cj7VvsXd4ZKvgzQaPE94mbKTaTcT6cDw0XlX4WYUk0lg83-6U6eI1unCqibb_06_Q23TyOn7Mlk-z-Xi4zBTLS5bpXBCunC4olAaqvACwRhMOAJSXxomcVsD1oBTagB4Y7jghlIvcWstdodkVuj3p7oL_3NvYybXfhzZZSjqAAnIuGEvU3Yky6aUYrJO7UG9VOEgg8hih_BthwtkJ_6obe_iXlYvZy5QClIx9A35WcAk</recordid><startdate>202006</startdate><enddate>202006</enddate><creator>Li, Tingan</creator><creator>Fuller, Theodore K.</creator><creator>Sklar, Leonard S.</creator><creator>Gran, Karen B.</creator><creator>Venditti, Jeremy G.</creator><general>Blackwell Publishing Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7ST</scope><scope>7TG</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H8D</scope><scope>H96</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope><scope>L7M</scope><scope>SOI</scope><orcidid>https://orcid.org/0000-0002-2876-4251</orcidid><orcidid>https://orcid.org/0000-0002-6006-7712</orcidid><orcidid>https://orcid.org/0000-0001-9626-733X</orcidid><orcidid>https://orcid.org/0000-0001-9832-3016</orcidid><orcidid>https://orcid.org/0000-0002-8542-9994</orcidid></search><sort><creationdate>202006</creationdate><title>A Mechanistic Model for Lateral Erosion of Bedrock Channel Banks by Bedload Particle Impacts</title><author>Li, Tingan ; Fuller, Theodore K. ; Sklar, Leonard S. ; Gran, Karen B. ; Venditti, Jeremy G.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a3683-b6905afb7218c1d6711ecb05111258cf962d15b489bc1b4c5f5002596eee5f7b3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Abrasion</topic><topic>Bank erosion</topic><topic>Bed load</topic><topic>Bedrock</topic><topic>Coevolution</topic><topic>Deflection</topic><topic>Erosion models</topic><topic>Erosion rates</topic><topic>Mathematical models</topic><topic>Morphology</topic><topic>Numerical models</topic><topic>Particle impact</topic><topic>Rivers</topic><topic>Roughness</topic><topic>Saltation</topic><topic>Sediment</topic><topic>Sediment transport</topic><topic>Shear stress</topic><topic>Soil erosion</topic><topic>Tracking</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Li, Tingan</creatorcontrib><creatorcontrib>Fuller, Theodore K.</creatorcontrib><creatorcontrib>Sklar, Leonard S.</creatorcontrib><creatorcontrib>Gran, Karen B.</creatorcontrib><creatorcontrib>Venditti, Jeremy G.</creatorcontrib><collection>CrossRef</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>Aerospace 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>Advanced Technologies Database with Aerospace</collection><collection>Environment Abstracts</collection><jtitle>Journal of geophysical research. Earth surface</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Li, Tingan</au><au>Fuller, Theodore K.</au><au>Sklar, Leonard S.</au><au>Gran, Karen B.</au><au>Venditti, Jeremy G.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A Mechanistic Model for Lateral Erosion of Bedrock Channel Banks by Bedload Particle Impacts</atitle><jtitle>Journal of geophysical research. Earth surface</jtitle><date>2020-06</date><risdate>2020</risdate><volume>125</volume><issue>6</issue><epage>n/a</epage><issn>2169-9003</issn><eissn>2169-9011</eissn><abstract>Bedrock incision plays a key role in determining the pace of landscape evolution. Much is known about how bedrock rivers incise vertically, but less is known about lateral erosion. Lateral erosion is widely thought to occur when the bed is alluviated, which prevents vertical erosion and deflects the downstream transport of bedload particles into channel walls. Here we develop a model for lateral erosion by bedload particle impacts. The lateral erosion rate is the product of the volume eroded per particle impact and the impact rate. The volume eroded per particle impact is modeled by tracking the motion of bedload particles from collision with roughness elements to impacts on the wall. The impact rate on the wall is calculated from deflection rates on roughness elements. The numerical model further incorporates the coevolution of wall morphology, shear stress, and erosion rate. The model predicts the undercut wall shape observed in physical experiments. The nondimensional lateral erosion rate is used to explore how lateral erosion varies under different relative sediment supply (ratio of supply to transport capacity) and transport stage conditions. Maximum lateral erosion rates occur at high relative sediment supply rates (~0.7) and moderate transport stages (~10). The competition between lateral and vertical erosion is investigated by coupling the saltation‐abrasion vertical erosion model with our lateral erosion model. The results suggest that vertical erosion dominates under near 75% of supply and transport stage conditions but is outpaced by lateral erosion near the threshold for full bed coverage.
Key Points
A lateral erosion model is developed based on the mechanism of abrasion caused by impacts of deflected bedload particles
The undercut wall shape observed in the laboratory experiments is successfully reproduced by the lateral erosion model
The vertical erosion dominates under ~75% of sediment transport and supply conditions but is outpaced by lateral erosion when the bed is near fully covered</abstract><cop>Washington</cop><pub>Blackwell Publishing Ltd</pub><doi>10.1029/2019JF005509</doi><tpages>30</tpages><orcidid>https://orcid.org/0000-0002-2876-4251</orcidid><orcidid>https://orcid.org/0000-0002-6006-7712</orcidid><orcidid>https://orcid.org/0000-0001-9626-733X</orcidid><orcidid>https://orcid.org/0000-0001-9832-3016</orcidid><orcidid>https://orcid.org/0000-0002-8542-9994</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Abrasion Bank erosion Bed load Bedrock Coevolution Deflection Erosion models Erosion rates Mathematical models Morphology Numerical models Particle impact Rivers Roughness Saltation Sediment Sediment transport Shear stress Soil erosion Tracking |
title | A Mechanistic Model for Lateral Erosion of Bedrock Channel Banks by Bedload Particle Impacts |
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