Vishal Deshpande
Vishal Deshpande
Assistant Professor, Department of Civil and Environmental Engineering, IIT Patna
Verified email at iitp.ac.in - Homepage
TitleCited byYear
Turbulent flow structures in alluvial channels with curved cross‐sections under conditions of downward seepage
V Deshpande, B Kumar
Earth Surface Processes and Landforms 41 (8), 1073-1087, 2016
282016
Turbulent characteristics and evolution of sheet flow in an alluvial channel with downward seepage
M Patel, V Deshpande, B Kumar
Geomorphology 248, 161-171, 2015
222015
Regression model for sediment transport problems using multi-gene symbolic genetic programming
B Kumar, A Jha, V Deshpande, G Sreenivasulu
Computers and Electronics in Agriculture 103, 82-90, 2014
142014
Advent of sheet flow in suction affected alluvial channels
V Deshpande, B Kumar
Environmental Fluid Mechanics 16 (1), 25-44, 2016
92016
Review and assessment of the theories of stable alluvial channel design
V Deshpande, B Kumar
Water Resources 39 (4), 481-487, 2012
52012
On the Morphodynamic Alterations around Bridge Piers under the Influence of Instream Mining
AD Lade, V Deshpande, B Kumar, G Oliveto
Water 11 (8), 1676, 2019
2019
Characterization of bedload discharge in bores and very unsteady flows in an ephemeral channel
E Halfi, V Deshpande, JPL Johnson, D Katoshevski, I Reid, Y Storz-Peretz, ...
E3S Web of Conferences 40, 02036, 2018
2018
Effect of seepage on the friction factor in an alluvial channel
P Mahesh, V Deshpande, B Kumar
Sustainable Hydraulics in the Era of Global Change: Proceedings of the 4th …, 2016
2016
Does Downward Seepage Initiate Lateral Channel Shift?
V Deshpande, B Kumar
National Academy Science Letters 38 (6), 479-482, 2015
2015
Effect of downward seepage on the shape of an alluvial channel
V Deshpande, B Kumar
Proceedings of the Institution of Civil Engineers-Water Management 170 (1), 3-14, 2015
2015
Hydrodynamics of Alluvial Channel with Downward Seepage
V Deshpande
2014
Sustainable Hydraulics in the Era of Global Change
P Mahesh, V Deshpande, B Kumar
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