Study on the Variation of Distribution of Velocity in Accordance with Differential Roughness in a Compound Open Channel

Author:

Sahoo Nirjharini,Khatua Kishanjit Kumar,Jha Ramakar

Publisher

Springer International Publishing

Reference19 articles.

1. Absi R (2011) An ordinary differential equation for velocity distribution and dip-phenomenon in open channel flows. J Hydr Res IAHR 49(1):82–89

2. Atabay SA, Knight DW (2002) The influence of floodplain width on the stage–discharge relationship for compound channels. In: River Flow 2002 proceedings international conference on fluvial hydraulics. Balkema, The Netherlands, Vol. 1, pp. 197–204

3. Atabay S, Knight DW (2006) 1-D modelling of conveyance, boundary shear and sediment transport in overbank flow. J Hyd Res 44(6):739–754

4. Ayyoubzadeh SA (1997) Hydraulic aspects of straight compound channel flow and bedload sediment transport. PhD thesis, The University of Birmingham, England, U.K.

5. Ghosh S, Jena SB (1971) Boundary shear distribution in open channel compound. Proceedings of the Institution of Civil Engineers, London, England 49:417–430

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