SEDIMENT TRANSPORT IN RIGID BED CONVEYANCES

被引：46

作者：

MAYERLE, R ^{[1
]}

NALLURI, C ^{[1
]}

NOVAK, P ^{[1
]}

机构：

[1] UNIV NEWCASTLE UPON TYNE,NEWCASTLE TYNE NE1 7RU,TYNE & WEAR,ENGLAND

来源：

JOURNAL OF HYDRAULIC RESEARCH | 1991年 / 29卷 / 04期

关键词：

D O I：

10.1080/00221689109498969

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper is based on extensive new experimental investigations of bedload transport of noncohesive sediments in fixed bed conveyances with no deposition. Using these new as well as previously available data an attempt has been made to resolve some differences in previously published work and to advance the understanding of the processes involved. The paper summarises the proposed methodologies and provides a thorough comparison with the alternative ones that exist in loose and fixed boundary conveyances.

引用

页码：475 / 495

页数：21

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