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Additional sediment transport equation in Sisyphe

Though Sisyphe already includes a great number of sediment transport equations, I added an extra equation that performed quite well in the past. It's the equation of Cheng (2002) which is an exponential formula that does not involve the concept of the critical shear stress. So it is suitable for low as well as for high shear conditions.


ogoe Friday 14 January 2011 at 4:20 pm | | Blog | One comment
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