Friction Coefficient Equation in a Gravel Bed under Bedload Regime Using the Dimensional Analysis
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-021-1576-6.pdf
Reference81 articles.
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3. Ashmore P, Rennie C (2012) Gravel-bed rivers: From particles to patterns. Earth Surface Processes and Landforms 38(2):217–220, DOI: https://doi.org/10.1002/esp.3361
4. Baiamonte G, Ferro V (1997) The influence of roughness geometry and Shields parameter on flow resistance in gravel-bed channels. Earth Surface Processes and Landforms 22(8):759–772, DOI: https://doi.org/10.1002/(SICI)1096-9837(199708)22:8<759::AID-ESP779>3.0.CO;2-M
5. Banerjee S, Naik B, Singh P, Khatua K (2018) Flow resistance in gravel bed open channel flows case: Intense transport condition. ISH Journal of Hydraulic Engineering 25(3):298–309, DOI: https://doi.org/10.1080/09715010.2017.1422189
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1. Effect of water surface slope and friction slope on the value of the estimated Manning’s roughness coefficient in gravel-bed streams;Journal of Hydrology and Hydromechanics;2023-02-04
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