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Subhojit Kadia
Subhojit Kadia
Research Assistant in the Chair of Hydraulic Engineering at TU Munich, Germany
Verified email at tum.de
Title
Cited by
Cited by
Year
Evaluation of discharge equations of the Piano Key Weirs
B Kumar, S Kadia, Z Ahmad
Flow Measurement and Instrumentation 68 (2019), 101577, 2019
272019
Sediment Movement over Type A Piano Key Weirs
B Kumar, S Kadia, Z Ahmad
Journal of Irrigation and Drainage Engineering 147 (6), 04021018, 2021
222021
Reynolds stress modeling of supercritical narrow channel flows using OpenFOAM: Secondary currents and turbulent flow characteristics
S Kadia, N Rüther, I Albayrak, E Pummer
Physics of Fluids 34 (12), 125116, 2022
162022
Discharge Characteristics of Triangular Weir with Upstream Ramp and Its CFD Modelling Using Ansys CFX Module
S Kadia, B Kumar, Z Ahmad
Recent Trends in Environmental Hydraulics. GeoPlanet: Earth and Planetary …, 2020
72020
Discharge Characteristics of Piano Key Weirs with and Without Upstream Siltation
B Kumar, S Kadia, Z Ahmad
International Journal of Civil Engineering 19 (9), 1043–1054, 2021
62021
Experimental and CFD Simulation Studies on the Flow Approaching a Type-A Piano Key Weir
S Kadia, B Kumar, E Pummer, N Ruther, Z Ahmad
EGU21, 2021
42021
CFD Simulation of Supercritical Flow in Narrow Channels Including Sediment Bypass Tunnels
S Kadia, E Pummer, N Rüther
8th International Junior Researcher and Engineer Workshop on Hydraulic …, 2021
42021
Experimental study of flow field and movement of sediment over a ramp
B Kumar, S Kadia, Z Ahmad
Journal of Civil Engineering and Construction 8 (2), 79-86, 2019
42019
The effect of cross-sectional geometry on the high-speed narrow open channel flows: An updated Reynolds stress model study
S Kadia, L Lia, I Albayrak, E Pummer
Computers & Fluids 271, 106184, 2024
32024
A Reformed Empirical Equation for the Discharge Coefficient of Free-Flowing Type-A Piano Key Weirs
S Kadia, E Pummer, B Kumar, N Rüther, Z Ahmad
Journal of Irrigation and Drainage Engineering 149 (4), 04023003, 2023
32023
Reynolds Stress Modelling of Supercritical Flow in a Narrow Channel
S Kadia, N Rüther, E Pummer
9th International Symposium on Hydraulic Structures, 58, 2022
32022
An OpenFOAM solver for computing suspended particles in water currents
NRB Olsen, S Kadia, E Pummer, G Hillebrand
Journal of Hydroinformatics 25 (5), 1949–1959, 2023
22023
Updated LRR Reynolds stress model in OpenFOAM: The modified code files (v1.0)
S Kadia, N Rüther, I Albayrak, E Pummer
https://doi.org/10.5281/zenodo.7313194, 2022
12022
Experimental and numerical investigations of the water surface profile and wave extrema of supercritical flows in a narrow channel bend
S Kadia, IAS Larsson, M Billstein, L Lia, E Pummer
Scientific Reports 14, 12247, 2024
2024
Reynolds Stress Model Study Comparing the Secondary Currents and Turbulent Flow Characteristics in High-Speed Narrow Open Channel and Duct Flows
S Kadia, I Albayrak, L Lia, N Rüther, E Pummer
Journal of Hydraulic Engineering 150 (4), 04024017, 2024
2024
Updated SSG Reynolds stress model in OpenFOAM: The modified code files (v1.0)
S Kadia, L Lia, I Albayrak, E Pummer
https://doi.org/10.5281/zenodo.10515996, 2024
2024
Supercritical Flow Characteristics in a Narrow Channel Bend
S Kadia, IAS Larsson, M Billstein, L Lia, E Pummer
40th IAHR World Congress, 87-93, 2023
2023
Sediment movement over a triangular weir with an upstream ramp using a high-speed camera
B Kumar, S Kadia, Z Ahmad
Journal of Visualization 25 (2022), 1017–1033, 2022
2022
Erratum for “Sediment Movement over Type A Piano Key Weirs” by Binit Kumar, Subhojit Kadia, and Zulfequar Ahmad
B Kumar, S Kadia, Z Ahmad
Journal of Irrigation and Drainage Engineering 147 (11), 08221002, 2021
2021
Experimental Study on the Flow Field in Vicinity of a Piano Key Weir
B Kumar, S Kadia, Z Ahmad
AGU Fall Meeting, 2019
2019
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