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...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Journal of geophysical research. Earth surface 2020-06, Vol.125 (6), p.n/a
Hauptverfasser: Li, Tingan, Fuller, Theodore K., Sklar, Leonard S., Gran, Karen B., Venditti, Jeremy G.
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page n/a
container_issue 6
container_start_page
container_title Journal of geophysical research. Earth surface
container_volume 125
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
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2417165933</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2417165933</sourcerecordid><originalsourceid>FETCH-LOGICAL-a3683-b6905afb7218c1d6711ecb05111258cf962d15b489bc1b4c5f5002596eee5f7b3</originalsourceid><addsrcrecordid>eNp9kEFLAzEQhYMoWLQ3f0DAq6uZpNndHNvS1pYWRfQmhCSb4LbbTU22SP-9KRXx5FxmmPl4j3kI3QC5B0LFAyUgFlNCOCfiDPUo5CITBOD8dybsEvVjXJNUZVoB7aH3IV5Z86HaOna1wStf2QY7H_BSdTaoBk-Cj7VvsXd4ZKvgzQaPE94mbKTaTcT6cDw0XlX4WYUk0lg83-6U6eI1unCqibb_06_Q23TyOn7Mlk-z-Xi4zBTLS5bpXBCunC4olAaqvACwRhMOAJSXxomcVsD1oBTagB4Y7jghlIvcWstdodkVuj3p7oL_3NvYybXfhzZZSjqAAnIuGEvU3Yky6aUYrJO7UG9VOEgg8hih_BthwtkJ_6obe_iXlYvZy5QClIx9A35WcAk</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2417165933</pqid></control><display><type>article</type><title>A Mechanistic Model for Lateral Erosion of Bedrock Channel Banks by Bedload Particle Impacts</title><source>Wiley Online Library Journals Frontfile Complete</source><source>Wiley Free Content</source><source>Wiley-Blackwell AGU Digital Library</source><creator>Li, Tingan ; Fuller, Theodore K. ; Sklar, Leonard S. ; Gran, Karen B. ; Venditti, Jeremy G.</creator><creatorcontrib>Li, Tingan ; Fuller, Theodore K. ; Sklar, Leonard S. ; Gran, Karen B. ; Venditti, Jeremy G.</creatorcontrib><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><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 &amp; 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 &amp; Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy &amp; Non-Living Resources</collection><collection>Meteorological &amp; Geoastrophysical Abstracts - Academic</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science &amp; 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>
fulltext fulltext
identifier ISSN: 2169-9003
ispartof Journal of geophysical research. Earth surface, 2020-06, Vol.125 (6), p.n/a
issn 2169-9003
2169-9011
language eng
recordid cdi_proquest_journals_2417165933
source Wiley Online Library Journals Frontfile Complete; Wiley Free Content; Wiley-Blackwell AGU Digital Library
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
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-21T11%3A59%3A43IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=A%20Mechanistic%20Model%20for%20Lateral%20Erosion%20of%20Bedrock%20Channel%20Banks%20by%20Bedload%20Particle%20Impacts&rft.jtitle=Journal%20of%20geophysical%20research.%20Earth%20surface&rft.au=Li,%20Tingan&rft.date=2020-06&rft.volume=125&rft.issue=6&rft.epage=n/a&rft.issn=2169-9003&rft.eissn=2169-9011&rft_id=info:doi/10.1029/2019JF005509&rft_dat=%3Cproquest_cross%3E2417165933%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2417165933&rft_id=info:pmid/&rfr_iscdi=true