SEDIMENT TRANSPORT CAPACITY -AN IMPROVED BAGNOLD FORMULA

SEDIMENT TRANSPORT CAPACITY -AN IMPROVED BAGNOLD FORMULA

This paper re-examines Bagnold＇s theorem of sediment transport. Different from the stream power defined by Bagnold, i.e., τoV, this study shows that the total load of sediment-laden flow, gt, is related to near bed energy dissipation rate, i.e., τou＊. An attempt is made to explain the empirical rela...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:International journal of sediment research 2007-03, Vol.22 (1), p.27-38
1. Verfasser: Shu-Qing YANG Sung-Cheol KOH In-Soo KIM Young-Chae SONG
Format: Artikel
Sprache:eng
Schlagworte:
总输沙量
改良BAGNOLD公式
输沙能力
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 38
container_issue 1
container_start_page 27
container_title International journal of sediment research
container_volume 22
creator Shu-Qing YANG Sung-Cheol KOH In-Soo KIM Young-Chae SONG
description This paper re-examines Bagnold＇s theorem of sediment transport. Different from the stream power defined by Bagnold, i.e., τoV, this study shows that the total load of sediment-laden flow, gt, is related to near bed energy dissipation rate, i.e., τou＊. An attempt is made to explain the empirical relation. The ratio （=k） of measured total load, gt, to the product of near bed velocity, u＊, and energy dissipation rate, τoU＊, is analyzed. It is found that k is independent of the Rouse number, Z, if Z is greater than 2.6, but the coefficient k decreases with the increase of Z when Z 〈 2.6. An empirical relation between k and Z is developed. A systematic and thorough analysis of 1,458 sets of data collected from 16 rivers and canals confirms that the proposed formula can be used to compute the total load with accuracy.
format Article
fullrecord <record><control><sourceid>wanfang_jour_chong</sourceid><recordid>TN_cdi_wanfang_journals_gjnsyj_e200701003</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><cqvip_id>24117101</cqvip_id><wanfj_id>gjnsyj_e200701003</wanfj_id><sourcerecordid>gjnsyj_e200701003</sourcerecordid><originalsourceid>FETCH-LOGICAL-c216t-f29dda43802a01f1c79dca06ca87111b4c1bed8ca297ba9f74566215fdd607a63</originalsourceid><addsrcrecordid>eNotz09LwzAYBvAcFJzT7xC8eSi8b9ol6TG23Sz0H10neCpp0tTV0aFVxG9vYZ6ey4_n4bkiKwRAjzMR3pDbeR4B_FDKYEXkPonTPCka2tSq2Fdl3dBIVSpKm1fqqYKmeVWXL0lMn9SuKLOYbss6P2Tqjlw7fZr7-_9ck8M2aaJnLyt3aaQyzzDkX55jobU68CUwDejQiNAaDdxoKRCxCwx2vZVGs1B0OnQi2HDOcOOs5SA099fk8dL7oyenp6Edz9-f07LYDuM0_45tzwAELP_8xT5crHk7T8PHcdGdNu_ueOpbFiAKBPT_AFbZSaA</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>SEDIMENT TRANSPORT CAPACITY -AN IMPROVED BAGNOLD FORMULA</title><source>Alma/SFX Local Collection</source><creator>Shu-Qing YANG Sung-Cheol KOH In-Soo KIM Young-Chae SONG</creator><creatorcontrib>Shu-Qing YANG Sung-Cheol KOH In-Soo KIM Young-Chae SONG</creatorcontrib><description>This paper re-examines Bagnold＇s theorem of sediment transport. Different from the stream power defined by Bagnold, i.e., τoV, this study shows that the total load of sediment-laden flow, gt, is related to near bed energy dissipation rate, i.e., τou＊. An attempt is made to explain the empirical relation. The ratio （=k） of measured total load, gt, to the product of near bed velocity, u＊, and energy dissipation rate, τoU＊, is analyzed. It is found that k is independent of the Rouse number, Z, if Z is greater than 2.6, but the coefficient k decreases with the increase of Z when Z 〈 2.6. An empirical relation between k and Z is developed. A systematic and thorough analysis of 1,458 sets of data collected from 16 rivers and canals confirms that the proposed formula can be used to compute the total load with accuracy.</description><identifier>ISSN: 1001-6279</identifier><language>eng</language><publisher>School of Environmental Science and Engrg., South China Univ. of Technology, Wusan, Guangzhou, P. R. of China, 510006%College of Engrg., Korea Maritime Univ., Busan, Korea 606791</publisher><subject>总输沙量 ; 改良BAGNOLD公式 ; 输沙能力</subject><ispartof>International journal of sediment research, 2007-03, Vol.22 (1), p.27-38</ispartof><rights>Copyright © Wanfang Data Co. Ltd. All Rights Reserved.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Uhttp://image.cqvip.com/vip1000/qk/87646X/87646X.jpg</thumbnail><link.rule.ids>314,776,780</link.rule.ids></links><search><creatorcontrib>Shu-Qing YANG Sung-Cheol KOH In-Soo KIM Young-Chae SONG</creatorcontrib><title>SEDIMENT TRANSPORT CAPACITY -AN IMPROVED BAGNOLD FORMULA</title><title>International journal of sediment research</title><addtitle>International Journal of Sediment Research</addtitle><description>This paper re-examines Bagnold＇s theorem of sediment transport. Different from the stream power defined by Bagnold, i.e., τoV, this study shows that the total load of sediment-laden flow, gt, is related to near bed energy dissipation rate, i.e., τou＊. An attempt is made to explain the empirical relation. The ratio （=k） of measured total load, gt, to the product of near bed velocity, u＊, and energy dissipation rate, τoU＊, is analyzed. It is found that k is independent of the Rouse number, Z, if Z is greater than 2.6, but the coefficient k decreases with the increase of Z when Z 〈 2.6. An empirical relation between k and Z is developed. A systematic and thorough analysis of 1,458 sets of data collected from 16 rivers and canals confirms that the proposed formula can be used to compute the total load with accuracy.</description><subject>总输沙量</subject><subject>改良BAGNOLD公式</subject><subject>输沙能力</subject><issn>1001-6279</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2007</creationdate><recordtype>article</recordtype><recordid>eNotz09LwzAYBvAcFJzT7xC8eSi8b9ol6TG23Sz0H10neCpp0tTV0aFVxG9vYZ6ey4_n4bkiKwRAjzMR3pDbeR4B_FDKYEXkPonTPCka2tSq2Fdl3dBIVSpKm1fqqYKmeVWXL0lMn9SuKLOYbss6P2Tqjlw7fZr7-_9ck8M2aaJnLyt3aaQyzzDkX55jobU68CUwDejQiNAaDdxoKRCxCwx2vZVGs1B0OnQi2HDOcOOs5SA099fk8dL7oyenp6Edz9-f07LYDuM0_45tzwAELP_8xT5crHk7T8PHcdGdNu_ueOpbFiAKBPT_AFbZSaA</recordid><startdate>20070301</startdate><enddate>20070301</enddate><creator>Shu-Qing YANG Sung-Cheol KOH In-Soo KIM Young-Chae SONG</creator><general>School of Environmental Science and Engrg., South China Univ. of Technology, Wusan, Guangzhou, P. R. of China, 510006%College of Engrg., Korea Maritime Univ., Busan, Korea 606791</general><scope>2RA</scope><scope>92L</scope><scope>CQIGP</scope><scope>W92</scope><scope>~WA</scope><scope>2B.</scope><scope>4A8</scope><scope>92I</scope><scope>93N</scope><scope>PSX</scope><scope>TCJ</scope></search><sort><creationdate>20070301</creationdate><title>SEDIMENT TRANSPORT CAPACITY -AN IMPROVED BAGNOLD FORMULA</title><author>Shu-Qing YANG Sung-Cheol KOH In-Soo KIM Young-Chae SONG</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c216t-f29dda43802a01f1c79dca06ca87111b4c1bed8ca297ba9f74566215fdd607a63</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2007</creationdate><topic>总输沙量</topic><topic>改良BAGNOLD公式</topic><topic>输沙能力</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Shu-Qing YANG Sung-Cheol KOH In-Soo KIM Young-Chae SONG</creatorcontrib><collection>维普_期刊</collection><collection>中文科技期刊数据库-CALIS站点</collection><collection>中文科技期刊数据库-7.0平台</collection><collection>中文科技期刊数据库-工程技术</collection><collection>中文科技期刊数据库- 镜像站点</collection><collection>Wanfang Data Journals - Hong Kong</collection><collection>WANFANG Data Centre</collection><collection>Wanfang Data Journals</collection><collection>万方数据期刊 - 香港版</collection><collection>China Online Journals (COJ)</collection><collection>China Online Journals (COJ)</collection><jtitle>International journal of sediment research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Shu-Qing YANG Sung-Cheol KOH In-Soo KIM Young-Chae SONG</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>SEDIMENT TRANSPORT CAPACITY -AN IMPROVED BAGNOLD FORMULA</atitle><jtitle>International journal of sediment research</jtitle><addtitle>International Journal of Sediment Research</addtitle><date>2007-03-01</date><risdate>2007</risdate><volume>22</volume><issue>1</issue><spage>27</spage><epage>38</epage><pages>27-38</pages><issn>1001-6279</issn><abstract>This paper re-examines Bagnold＇s theorem of sediment transport. Different from the stream power defined by Bagnold, i.e., τoV, this study shows that the total load of sediment-laden flow, gt, is related to near bed energy dissipation rate, i.e., τou＊. An attempt is made to explain the empirical relation. The ratio （=k） of measured total load, gt, to the product of near bed velocity, u＊, and energy dissipation rate, τoU＊, is analyzed. It is found that k is independent of the Rouse number, Z, if Z is greater than 2.6, but the coefficient k decreases with the increase of Z when Z 〈 2.6. An empirical relation between k and Z is developed. A systematic and thorough analysis of 1,458 sets of data collected from 16 rivers and canals confirms that the proposed formula can be used to compute the total load with accuracy.</abstract><pub>School of Environmental Science and Engrg., South China Univ. of Technology, Wusan, Guangzhou, P. R. of China, 510006%College of Engrg., Korea Maritime Univ., Busan, Korea 606791</pub><tpages>12</tpages></addata></record>
fulltext fulltext
identifier ISSN: 1001-6279
ispartof International journal of sediment research, 2007-03, Vol.22 (1), p.27-38
issn 1001-6279
language eng
recordid cdi_wanfang_journals_gjnsyj_e200701003
source Alma/SFX Local Collection
subjects 总输沙量
改良BAGNOLD公式
输沙能力
title SEDIMENT TRANSPORT CAPACITY -AN IMPROVED BAGNOLD FORMULA
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-22T20%3A05%3A34IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-wanfang_jour_chong&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=SEDIMENT%20TRANSPORT%20CAPACITY%20-AN%20IMPROVED%20BAGNOLD%20FORMULA&rft.jtitle=International%20journal%20of%20sediment%20research&rft.au=Shu-Qing%20YANG%20Sung-Cheol%20KOH%20In-Soo%20KIM%20Young-Chae%20SONG&rft.date=2007-03-01&rft.volume=22&rft.issue=1&rft.spage=27&rft.epage=38&rft.pages=27-38&rft.issn=1001-6279&rft_id=info:doi/&rft_dat=%3Cwanfang_jour_chong%3Egjnsyj_e200701003%3C/wanfang_jour_chong%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rft_cqvip_id=24117101&rft_wanfj_id=gjnsyj_e200701003&rfr_iscdi=true