Model Sand Hydraulic Performance Experimental Study in the Yellow River Delta

Article Preview

Abstract:

The Yellow River delta model selected Pseudochark as model sand, it is new-style model sand with steady physical chemistry performance and moderate unit weight. By applying flume experiments,the resistance characteristic, sand-carrying ability, initial velocity etc. of Pseudochark are analyzed, which provids data reference to design the Yellow River Delta Model.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1859-1864

Citation:

Online since:

July 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] H.A. Einstein, R.B. Bank: Fluid resistance of composite roughness, Transactions of American geophysical union (1950), pp.603-610, in Chinese.

Google Scholar

[2] N.N. Pavlovskij: On a design formula for uniform movement in channels with nonhomogeneous walls, Transactions of All Union Scientific Research Institution of Hydraulic Engineering(1931), (3)pp.157-164, in Chinese.

Google Scholar

[3] Jianheng Xie: Rivers simulation, Beijing, hydraulic power press(1990), in Chinese.

Google Scholar

[4] Jianheng Xie: River sediment engineering (part ii) , Beijing, hydraulic power press(1983), in Chinese.

Google Scholar

[5] Chinese flow society and sediment professional committee, Sediment manual, Beijing, Chinese environmental science press(1992), in Chinese.

Google Scholar

[6] The Yangtze River academy of sciences: The Yangtze River flood control sand chosen report using World Bank loan project entity model, Wuhan, The Yangtze River academy of sciences (2004), in Chinese.

DOI: 10.47886/9781934874448.ch2

Google Scholar