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Controls on and Morphodynamic Effects of Width Variations in Bed-load Dominated Alluvial Channels: Experimental and Numerical Study

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Figure

Figure 26. Distribution of sediment reworked from bank and bed along the length of the flume during the evolution of the channel between 0-2 hours and 2-7 hours for cases a) UNI-0.1, b) H1-0.1, c) H2-0.1, d) H3-0.1,
Figure 27. Error in the estimation of net sediment budget from the flume by simple sediment budget model
Figure 29. Relative channel-width and bed level changes in scenarios UNI-0.04*, UNI-0.1*, UNI-0.25* and UNI-0.4* after 2 hours (void symbols) and end of the experiments (filled symbols)
Figure 31. Relative channel-width and bed level changes in scenarios UNI-0.4, H1-0.4, H2-0.4 and H3-0.4 after 2 hours (void symbols) and 7 hours (filled symbols) of the experiments
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