DocumentCode
3279438
Title
Composition and Mechanical Characteristic of Riverbed Soil about Wandering River Section in Lower Yellow River
Author
Shen Xi-Zhong ; Li Hao-Bing ; Lan Yan
Author_Institution
Yellow River Inst. of Hydraulic Res., Yellow River Conservancy Comm., Zhengzhou, China
fYear
2013
fDate
16-18 Jan. 2013
Firstpage
457
Lastpage
460
Abstract
Yellow River is a typical wandering channel with large sediment content. Lack of systemic data about composition of riverbed and indexes of mechanical characteristic, the influence of composition and indexes of mechanical characteristic of riverbed was considered difficultly in physical and mathematical models. Taking the typical wandering section of river from Baihe to Yiluo outfall as the example, cone penetration tests were carried out and indoor tests were worked out. Firstly, huge data about composition and mechanical characteristic of riverbed are achieved, it shows that the main components of riverbed in lower Yellow River are silty clay, silty loam, sandy loam, sand and so on. Secondly, physical and mechanical indexes of riverbed soil keep strong regularity. Finally, formation cause and change trend are achieved by the basic data of riverbed soil, thus it will improve the development of technology about physical model and numerical method of river.
Keywords
clay; rivers; sediments; soil; Baihe outfall; Yellow River; Yiluo outfall; cone penetration tests; indoor tests; large sediment content; river numerical method; river physical model; riverbed soil composition; riverbed soil mechanical characteristic; sandy loam; silty clay; silty loam; systemic data; typical wandering channel; wandering river section; Friction; Indexes; Market research; Mathematical model; Rivers; Sediments; Soil; Yellow River; composition; mechanical characteristic; test; wandering channel;
fLanguage
English
Publisher
ieee
Conference_Titel
Intelligent System Design and Engineering Applications (ISDEA), 2013 Third International Conference on
Conference_Location
Hong Kong
Print_ISBN
978-1-4673-4893-5
Type
conf
DOI
10.1109/ISDEA.2012.113
Filename
6456617
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