Sediment transport as bedload and suspended load in unidirectional water flow. Shields' criterion and the effect of current velocity on transport and deposition of sediment.
Thanks for your great videos. From Waves, Tides and Shallow Water Processes (Open University): u = velocity in the x-direction; v = velocity in the y-direction; and w = velocity in the z direction. The u-component of velocity is typically horizontal and parallel to the net flow direction.
Thank Sir, I got trouble of understanding sediment transport by reading text book only which contains various physical formulas. But after watching this video, I can undersand it clearly
Thanks for your great videos. From Waves, Tides and Shallow Water Processes (Open University): u = velocity in the x-direction; v = velocity in the y-direction; and w = velocity in the z direction. The u-component of velocity is typically horizontal and parallel to the net flow direction.
Thank Sir, I got trouble of understanding sediment transport by reading text book only which contains various physical formulas. But after watching this video, I can undersand it clearly
thank you so much for your glgy videos!! Very helpful :)
great tutorial, thank you!
thankyou for that infos, it helped me a lot with my thises topic my regards
Hola buenas tardes o dias soy de PERU, El video es interesante, puede recomendarme un software para la modelizacion de transporte de sedimento en RIO
thanks
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