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Experiment and Simulation of Earthen Embankment Breach

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Figure

Table 1. Properties of soil mixture used for the experiments.
Figure 1. Experiments setup flume, embankment and instruments.
Figure 3. The vertical displacement of embankment; overtopping case. (a) Q = 4.14 l/s; (b) Q = 7.78 l/s; (c) Q = 11.59 l/s; (d) Q = 16.84 l/s
Figure 6. The vertical displacement of embankment; beneath structure case. (a) Q = 4.14 l/s; (b) Q = 7.78 l/s; (c) Q = 11.59 l/s; (d) Q = 16.84 l/s
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