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Role of Resistance Coefficient in Seasonal Adjustments in Alluvial Rivers

Authors :
S. V. Chitale
Source :
Journal of Hydraulic Engineering. 129:915-918
Publication Year :
2003
Publisher :
American Society of Civil Engineers (ASCE), 2003.

Abstract

Using the river, canal, and flume data, it is found that the role played by the seasonal variation in the Manning rugosity coefficient, n, equalizes the sediment transporting capacity with sediment supply in the dune bed-form regime. Aggradation/degradation in a sand-bed river is thus avoided on a seasonal basis. A relation between the dimensionless rugosity coefficient and the dimensionless ratio of stream power to sediment concentration exists in sand-bed rivers for any specific gauge height. Once field measurements of the sediment transport rate are made and such a relationship is worked out, thereafter, it may be possible to estimate the sediment concentration for each observed flow discharge merely by applying this relationship adopting the data of velocity, depth, slope, and bed material size which are routinely observed at a stream-gauging site.

Details

ISSN :
19437900 and 07339429
Volume :
129
Database :
OpenAIRE
Journal :
Journal of Hydraulic Engineering
Accession number :
edsair.doi...........8345128bb753b164dce0813d75802852
Full Text :
https://doi.org/10.1061/(asce)0733-9429(2003)129:11(915)