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Subhojit Kadia
Subhojit Kadia
Research Assistant in the Chair of Hydraulic Engineering at TU Munich, Germany
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Evaluation of discharge equations of the Piano Key Weirs
B Kumar, S Kadia, Z Ahmad
Flow Measurement and Instrumentation 68 (2019), 101577, 2019
262019
Sediment Movement over Type A Piano Key Weirs
B Kumar, S Kadia, Z Ahmad
Journal of Irrigation and Drainage Engineering 147 (6), 04021018, 2021
212021
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
132022
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
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
62020
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
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
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
32019
Reynolds Stress Modelling of Supercritical Flow in a Narrow Channel
S Kadia, N Rüther, E Pummer
9th International Symposium on Hydraulic Structures, 58, 2022
22022
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
12023
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
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
Movement of Sediment over a Piano Key Weir
S Kadia
Indian Institute of Technology Roorkee, 2019
2019
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Artikler 1–20