悬浮颗粒运移对土壤内部侵蚀的贡献

A. Benamar, N. Ahfir, A. Alem, Huaqing Wang
{"title":"悬浮颗粒运移对土壤内部侵蚀的贡献","authors":"A. Benamar, N. Ahfir, A. Alem, Huaqing Wang","doi":"10.1080/17747120.2007.9692942","DOIUrl":null,"url":null,"abstract":"ABSTRACT An experimental study which aimed at investigating the transport behaviour of suspended particles in saturated porous media is presented. A short-pulse technique was used for measuring particle recovery and collision efficiencies in two porous media (silica gravel and glass beads). Breakthrough curves (BTCs) were measured on-line and well described by analytical solution of an advective-dispersive equation with a first-order deposition kinetic. The effects of hydrodynamic and gravity forces on particle transport and deposition rate were delineated. Results show particles travelling faster than the conservative tracer. The recovery rate of the suspended particles decreased with decreasing flow rate, and the deposition rate presents unexpected changes, depending on the flow rate.","PeriodicalId":368904,"journal":{"name":"Revue Européenne de Génie Civil","volume":"33 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2007-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Contribution of the transport of suspended particles to the internal erosion in soils\",\"authors\":\"A. Benamar, N. Ahfir, A. Alem, Huaqing Wang\",\"doi\":\"10.1080/17747120.2007.9692942\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"ABSTRACT An experimental study which aimed at investigating the transport behaviour of suspended particles in saturated porous media is presented. A short-pulse technique was used for measuring particle recovery and collision efficiencies in two porous media (silica gravel and glass beads). Breakthrough curves (BTCs) were measured on-line and well described by analytical solution of an advective-dispersive equation with a first-order deposition kinetic. The effects of hydrodynamic and gravity forces on particle transport and deposition rate were delineated. Results show particles travelling faster than the conservative tracer. The recovery rate of the suspended particles decreased with decreasing flow rate, and the deposition rate presents unexpected changes, depending on the flow rate.\",\"PeriodicalId\":368904,\"journal\":{\"name\":\"Revue Européenne de Génie Civil\",\"volume\":\"33 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2007-04-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Revue Européenne de Génie Civil\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1080/17747120.2007.9692942\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Revue Européenne de Génie Civil","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/17747120.2007.9692942","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1

摘要

摘要提出了一项旨在研究饱和多孔介质中悬浮颗粒输运行为的实验研究。采用短脉冲技术测量了两种多孔介质(石英砾石和玻璃微珠)中的颗粒回收和碰撞效率。突破曲线(btc)是在线测量的,并由具有一级沉积动力学的对流色散方程的解析解很好地描述。描述了水动力和重力对颗粒迁移和沉积速率的影响。结果表明,粒子的运动速度比保守示踪剂快。悬浮颗粒的回收率随流量的减小而降低,沉积速率随流量的变化呈现出意想不到的变化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Contribution of the transport of suspended particles to the internal erosion in soils
ABSTRACT An experimental study which aimed at investigating the transport behaviour of suspended particles in saturated porous media is presented. A short-pulse technique was used for measuring particle recovery and collision efficiencies in two porous media (silica gravel and glass beads). Breakthrough curves (BTCs) were measured on-line and well described by analytical solution of an advective-dispersive equation with a first-order deposition kinetic. The effects of hydrodynamic and gravity forces on particle transport and deposition rate were delineated. Results show particles travelling faster than the conservative tracer. The recovery rate of the suspended particles decreased with decreasing flow rate, and the deposition rate presents unexpected changes, depending on the flow rate.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Index des titres Volume 11/2007 A new experimental device for assessing the radial strains of concrete at high temperatures Réponses mécaniques d'une suspension de bentonite activée Modélisation par éléments discrets d'ouvrages 3D en génie civil Index des auteurs Volume 11/2007
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1