Sediment-Laden Flow in Open-Channels under Noncapacity and Capacity Conditions

Author:

Cellino M.,Graf W. H.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference15 articles.

1. Best J. L. ( 1993). “On the interactions between turbulent flow structure sediment transport and bedform development: Some considerations from recent experimental research.” Turbulence perspectives on flow and sediment transport Wiley Chichester U.K. 61–92.

2. Cellino M. ( 1998). “Experimental study of suspension flow in open channels ” PhD dissertation No. 1824 Ecole Polytechnique Fédérale Lausanne Switzerland.

3. Cellino M. and Graf W. H. ( 1997). “Measurements of suspension flow in open channels.” Proc. 27th IAHR Congr. Vol. 1 179–184.

4. Coleman N. L. ( 1986). “Effects of suspended sediment on the open-channel velocity distribution.” Water Resour. Res. 22(10) 1377–1384.

5. Gore R. A. and Crowe C. T. ( 1989). “Effect of particle size on modulating turbulent intensity.” Int. J. Multiphase Flow 15(2) 279–285.

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