Bed-Load Validation for ISSDOTv2
AbstractBed-load transport is an important process impacting riverine morphology, but until recently it has proven difficult to measure in large sand-bed rivers. Integrated Section, Surface Difference Over Time, version 2 (ISSDOTv2) method provides a means of quantifying the bed load in large sand-b...
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Veröffentlicht in: | Journal of hydraulic engineering (New York, N.Y.) N.Y.), 2022-03, Vol.148 (3) |
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creator | McAlpin, Tate O Wren, Daniel G Jones, Keaton E Abraham, David D Kuhnle, Roger A |
description | AbstractBed-load transport is an important process impacting riverine morphology, but until recently it has proven difficult to measure in large sand-bed rivers. Integrated Section, Surface Difference Over Time, version 2 (ISSDOTv2) method provides a means of quantifying the bed load in large sand-bed rivers. A series of flume experiments, which included frequent measurements of bed topography and an independent measurement of bed load across a range of flows, was used to provide validation for the ISSDOTv2 method. The mean difference between the ISSDOTv2 calculations and the estimated bed load was 5.6% (high flow), 12.9% (medium flow), and 56% (low flow), indicating improved accuracy for higher flow and transport conditions. It was also found that the ISSDOTv2 method responded appropriately to rapid step-downs in flow, as indicated by agreement between ISSDOTv2 load results and accompanying independent measurements of bed load. |
doi_str_mv | 10.1061/(ASCE)HY.1943-7900.0001968 |
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Integrated Section, Surface Difference Over Time, version 2 (ISSDOTv2) method provides a means of quantifying the bed load in large sand-bed rivers. A series of flume experiments, which included frequent measurements of bed topography and an independent measurement of bed load across a range of flows, was used to provide validation for the ISSDOTv2 method. The mean difference between the ISSDOTv2 calculations and the estimated bed load was 5.6% (high flow), 12.9% (medium flow), and 56% (low flow), indicating improved accuracy for higher flow and transport conditions. It was also found that the ISSDOTv2 method responded appropriately to rapid step-downs in flow, as indicated by agreement between ISSDOTv2 load results and accompanying independent measurements of bed load.</description><identifier>ISSN: 0733-9429</identifier><identifier>EISSN: 1943-7900</identifier><identifier>DOI: 10.1061/(ASCE)HY.1943-7900.0001968</identifier><language>eng</language><publisher>New York: American Society of Civil Engineers</publisher><subject>Bed load ; Flumes ; High flow ; Low flow ; Rivers ; Sand ; Sediment transport ; Technical Papers</subject><ispartof>Journal of hydraulic engineering (New York, N.Y.), 2022-03, Vol.148 (3)</ispartof><rights>2022 Published by American Society of Civil Engineers</rights><rights>2022 public domain</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a337t-94ed3d7b6603ba8db763860bee9c530f0b74c1b6709abc93a314eaef11523c023</citedby><cites>FETCH-LOGICAL-a337t-94ed3d7b6603ba8db763860bee9c530f0b74c1b6709abc93a314eaef11523c023</cites><orcidid>0000-0002-6262-1940</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)HY.1943-7900.0001968$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)HY.1943-7900.0001968$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,75936,75944</link.rule.ids></links><search><creatorcontrib>McAlpin, Tate O</creatorcontrib><creatorcontrib>Wren, Daniel G</creatorcontrib><creatorcontrib>Jones, Keaton E</creatorcontrib><creatorcontrib>Abraham, David D</creatorcontrib><creatorcontrib>Kuhnle, Roger A</creatorcontrib><title>Bed-Load Validation for ISSDOTv2</title><title>Journal of hydraulic engineering (New York, N.Y.)</title><description>AbstractBed-load transport is an important process impacting riverine morphology, but until recently it has proven difficult to measure in large sand-bed rivers. Integrated Section, Surface Difference Over Time, version 2 (ISSDOTv2) method provides a means of quantifying the bed load in large sand-bed rivers. A series of flume experiments, which included frequent measurements of bed topography and an independent measurement of bed load across a range of flows, was used to provide validation for the ISSDOTv2 method. The mean difference between the ISSDOTv2 calculations and the estimated bed load was 5.6% (high flow), 12.9% (medium flow), and 56% (low flow), indicating improved accuracy for higher flow and transport conditions. It was also found that the ISSDOTv2 method responded appropriately to rapid step-downs in flow, as indicated by agreement between ISSDOTv2 load results and accompanying independent measurements of bed load.</description><subject>Bed load</subject><subject>Flumes</subject><subject>High flow</subject><subject>Low flow</subject><subject>Rivers</subject><subject>Sand</subject><subject>Sediment transport</subject><subject>Technical Papers</subject><issn>0733-9429</issn><issn>1943-7900</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><recordid>eNp1kMFKw0AQhhdRMFbfIehFD4mzmXQ3663GagqBHlKFnpbdZAMptam7qeDbm5CqJ08Dw_f9w_yEXFMIKTB6fzsr0vldtg6piDHgAiAEACpYckK8390p8YAjBiKOxDm5cG7TMzETiUf8R1MFeasq_01tm0p1Tbvz69b6i6J4Wq4-o0tyVqutM1fHOSGvz_NVmgX58mWRzvJAIfKujzYVVlwzBqhVUmnOMGGgjRHlFKEGzeOSasZBKF0KVEhjo0xN6TTCEiKckJsxd2_bj4Nxndy0B7vrT8qIUdZTLKY99TBSpW2ds6aWe9u8K_slKcihESmHRmS2lsP3cvheHhvpZTbKypXmL_7H_F_8BtelYhE</recordid><startdate>20220301</startdate><enddate>20220301</enddate><creator>McAlpin, Tate O</creator><creator>Wren, Daniel G</creator><creator>Jones, Keaton E</creator><creator>Abraham, David D</creator><creator>Kuhnle, Roger A</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7ST</scope><scope>7TB</scope><scope>7TN</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>KR7</scope><scope>SOI</scope><orcidid>https://orcid.org/0000-0002-6262-1940</orcidid></search><sort><creationdate>20220301</creationdate><title>Bed-Load Validation for ISSDOTv2</title><author>McAlpin, Tate O ; Wren, Daniel G ; Jones, Keaton E ; Abraham, David D ; Kuhnle, Roger A</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a337t-94ed3d7b6603ba8db763860bee9c530f0b74c1b6709abc93a314eaef11523c023</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Bed load</topic><topic>Flumes</topic><topic>High flow</topic><topic>Low flow</topic><topic>Rivers</topic><topic>Sand</topic><topic>Sediment transport</topic><topic>Technical Papers</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>McAlpin, Tate O</creatorcontrib><creatorcontrib>Wren, Daniel G</creatorcontrib><creatorcontrib>Jones, Keaton E</creatorcontrib><creatorcontrib>Abraham, David D</creatorcontrib><creatorcontrib>Kuhnle, Roger A</creatorcontrib><collection>CrossRef</collection><collection>Aqualine</collection><collection>Environment Abstracts</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Oceanic 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>Civil Engineering Abstracts</collection><collection>Environment Abstracts</collection><jtitle>Journal of hydraulic engineering (New York, N.Y.)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>McAlpin, Tate O</au><au>Wren, Daniel G</au><au>Jones, Keaton E</au><au>Abraham, David D</au><au>Kuhnle, Roger A</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Bed-Load Validation for ISSDOTv2</atitle><jtitle>Journal of hydraulic engineering (New York, N.Y.)</jtitle><date>2022-03-01</date><risdate>2022</risdate><volume>148</volume><issue>3</issue><issn>0733-9429</issn><eissn>1943-7900</eissn><abstract>AbstractBed-load transport is an important process impacting riverine morphology, but until recently it has proven difficult to measure in large sand-bed rivers. Integrated Section, Surface Difference Over Time, version 2 (ISSDOTv2) method provides a means of quantifying the bed load in large sand-bed rivers. A series of flume experiments, which included frequent measurements of bed topography and an independent measurement of bed load across a range of flows, was used to provide validation for the ISSDOTv2 method. The mean difference between the ISSDOTv2 calculations and the estimated bed load was 5.6% (high flow), 12.9% (medium flow), and 56% (low flow), indicating improved accuracy for higher flow and transport conditions. It was also found that the ISSDOTv2 method responded appropriately to rapid step-downs in flow, as indicated by agreement between ISSDOTv2 load results and accompanying independent measurements of bed load.</abstract><cop>New York</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)HY.1943-7900.0001968</doi><orcidid>https://orcid.org/0000-0002-6262-1940</orcidid></addata></record> |
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source | American Society of Civil Engineers:NESLI2:Journals:2014 |
subjects | Bed load Flumes High flow Low flow Rivers Sand Sediment transport Technical Papers |
title | Bed-Load Validation for ISSDOTv2 |
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