Modeling Two-Dimensional Erosion Process over Infiltrating Surfaces

The physics-based modeling of the rainfall-runoff induced erosion process is accomplished. The existing one-dimensional erosion process equations are extended to two dimensions and kinematic wave approximation is used. The model assumes that suspended sediment does not affect flow dynamics. The mode...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Journal of hydrologic engineering 2001-06, Vol.6 (3), p.259-262
1. Verfasser: Tayfur, Gokmen
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 262
container_issue 3
container_start_page 259
container_title Journal of hydrologic engineering
container_volume 6
creator Tayfur, Gokmen
description The physics-based modeling of the rainfall-runoff induced erosion process is accomplished. The existing one-dimensional erosion process equations are extended to two dimensions and kinematic wave approximation is used. The model assumes that suspended sediment does not affect flow dynamics. The model considers the effect of flow depth plus loose soil depth on soil detachment. Sensitivity analysis results indicate that the effects of the soil erodibility coefficient ( ) and exponent (k1) on sediment discharges are quite pronounced. On steep slopes, the effect of flow depth plus loose soil depth on sediment discharge is insignificant.
doi_str_mv 10.1061/(ASCE)1084-0699(2001)6:3(259)
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_26784453</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>26784453</sourcerecordid><originalsourceid>FETCH-LOGICAL-a481t-b497f42d0a6076f5a8d05eda0ab90a185af73d8f29debda76816e92dacc29f8e3</originalsourceid><addsrcrecordid>eNqFkEFPwyAcxRujiXP6HXrRbIcqtEDBeFnq5jQzmmyaeCKsgOnSlQmtxm8vbO6qJPB_hPdewi-KziG4hIDAq8FoXoyHEFCUAMLYIAUADsl1NkgxGx5EPchQlmBM0aHXe9dxdOLcyjuRv_Si4tFIVVfNe7z4MslttVaNq0wj6nhsTVDxszWlci42n8rG942u6taKNiTmndXCv51GR1rUTp39zn70Mhkvimkye7q7L0azRCAK22SJWK5RKoEgICcaCyoBVlIAsWRAQIqFzjNJdcqkWkqREwqJYqkUZZkyTVXWjy52vRtrPjrlWr6uXKnqWjTKdI6nJKcI4exfI8wZABgxb7zZGUv_WWeV5htbrYX95hDwwJjzwJgHejzQ44ExJzzjnrGPv-7iwrfzlemsB-f4w_RtPJmAsMj2zPz2_q2G--a_in8AAUyIZw</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>17900549</pqid></control><display><type>article</type><title>Modeling Two-Dimensional Erosion Process over Infiltrating Surfaces</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>Tayfur, Gokmen</creator><creatorcontrib>Tayfur, Gokmen</creatorcontrib><description>The physics-based modeling of the rainfall-runoff induced erosion process is accomplished. The existing one-dimensional erosion process equations are extended to two dimensions and kinematic wave approximation is used. The model assumes that suspended sediment does not affect flow dynamics. The model considers the effect of flow depth plus loose soil depth on soil detachment. Sensitivity analysis results indicate that the effects of the soil erodibility coefficient ( ) and exponent (k1) on sediment discharges are quite pronounced. On steep slopes, the effect of flow depth plus loose soil depth on sediment discharge is insignificant.</description><identifier>ISSN: 1084-0699</identifier><identifier>EISSN: 1943-5584</identifier><identifier>DOI: 10.1061/(ASCE)1084-0699(2001)6:3(259)</identifier><language>eng</language><publisher>American Society of Civil Engineers</publisher><subject>TECHNICAL NOTE</subject><ispartof>Journal of hydrologic engineering, 2001-06, Vol.6 (3), p.259-262</ispartof><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a481t-b497f42d0a6076f5a8d05eda0ab90a185af73d8f29debda76816e92dacc29f8e3</citedby><cites>FETCH-LOGICAL-a481t-b497f42d0a6076f5a8d05eda0ab90a185af73d8f29debda76816e92dacc29f8e3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)1084-0699(2001)6:3(259)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)1084-0699(2001)6:3(259)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,76193,76201</link.rule.ids></links><search><creatorcontrib>Tayfur, Gokmen</creatorcontrib><title>Modeling Two-Dimensional Erosion Process over Infiltrating Surfaces</title><title>Journal of hydrologic engineering</title><description>The physics-based modeling of the rainfall-runoff induced erosion process is accomplished. The existing one-dimensional erosion process equations are extended to two dimensions and kinematic wave approximation is used. The model assumes that suspended sediment does not affect flow dynamics. The model considers the effect of flow depth plus loose soil depth on soil detachment. Sensitivity analysis results indicate that the effects of the soil erodibility coefficient ( ) and exponent (k1) on sediment discharges are quite pronounced. On steep slopes, the effect of flow depth plus loose soil depth on sediment discharge is insignificant.</description><subject>TECHNICAL NOTE</subject><issn>1084-0699</issn><issn>1943-5584</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2001</creationdate><recordtype>article</recordtype><recordid>eNqFkEFPwyAcxRujiXP6HXrRbIcqtEDBeFnq5jQzmmyaeCKsgOnSlQmtxm8vbO6qJPB_hPdewi-KziG4hIDAq8FoXoyHEFCUAMLYIAUADsl1NkgxGx5EPchQlmBM0aHXe9dxdOLcyjuRv_Si4tFIVVfNe7z4MslttVaNq0wj6nhsTVDxszWlci42n8rG942u6taKNiTmndXCv51GR1rUTp39zn70Mhkvimkye7q7L0azRCAK22SJWK5RKoEgICcaCyoBVlIAsWRAQIqFzjNJdcqkWkqREwqJYqkUZZkyTVXWjy52vRtrPjrlWr6uXKnqWjTKdI6nJKcI4exfI8wZABgxb7zZGUv_WWeV5htbrYX95hDwwJjzwJgHejzQ44ExJzzjnrGPv-7iwrfzlemsB-f4w_RtPJmAsMj2zPz2_q2G--a_in8AAUyIZw</recordid><startdate>20010601</startdate><enddate>20010601</enddate><creator>Tayfur, Gokmen</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7UA</scope><scope>C1K</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20010601</creationdate><title>Modeling Two-Dimensional Erosion Process over Infiltrating Surfaces</title><author>Tayfur, Gokmen</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a481t-b497f42d0a6076f5a8d05eda0ab90a185af73d8f29debda76816e92dacc29f8e3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2001</creationdate><topic>TECHNICAL NOTE</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Tayfur, Gokmen</creatorcontrib><collection>CrossRef</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of hydrologic engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Tayfur, Gokmen</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Modeling Two-Dimensional Erosion Process over Infiltrating Surfaces</atitle><jtitle>Journal of hydrologic engineering</jtitle><date>2001-06-01</date><risdate>2001</risdate><volume>6</volume><issue>3</issue><spage>259</spage><epage>262</epage><pages>259-262</pages><issn>1084-0699</issn><eissn>1943-5584</eissn><abstract>The physics-based modeling of the rainfall-runoff induced erosion process is accomplished. The existing one-dimensional erosion process equations are extended to two dimensions and kinematic wave approximation is used. The model assumes that suspended sediment does not affect flow dynamics. The model considers the effect of flow depth plus loose soil depth on soil detachment. Sensitivity analysis results indicate that the effects of the soil erodibility coefficient ( ) and exponent (k1) on sediment discharges are quite pronounced. On steep slopes, the effect of flow depth plus loose soil depth on sediment discharge is insignificant.</abstract><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)1084-0699(2001)6:3(259)</doi><tpages>4</tpages><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 1084-0699
ispartof Journal of hydrologic engineering, 2001-06, Vol.6 (3), p.259-262
issn 1084-0699
1943-5584
language eng
recordid cdi_proquest_miscellaneous_26784453
source American Society of Civil Engineers:NESLI2:Journals:2014
subjects TECHNICAL NOTE
title Modeling Two-Dimensional Erosion Process over Infiltrating Surfaces
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-04T13%3A02%3A44IST&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=Modeling%20Two-Dimensional%20Erosion%20Process%20over%20Infiltrating%20Surfaces&rft.jtitle=Journal%20of%20hydrologic%20engineering&rft.au=Tayfur,%20Gokmen&rft.date=2001-06-01&rft.volume=6&rft.issue=3&rft.spage=259&rft.epage=262&rft.pages=259-262&rft.issn=1084-0699&rft.eissn=1943-5584&rft_id=info:doi/10.1061/(ASCE)1084-0699(2001)6:3(259)&rft_dat=%3Cproquest_cross%3E26784453%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=17900549&rft_id=info:pmid/&rfr_iscdi=true