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...
Gespeichert in:
Veröffentlicht in: | Journal of hydrologic engineering 2001-06, Vol.6 (3), p.259-262 |
---|---|
1. Verfasser: | |
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 |