Numerical model for clay core dam breach process due to overtopping considering different failure modes of core wall
2017
Based on the breach mechanism of clay core dam due to overtopping
failure, a numerical model for dam breaching process is put forward.
In this model, the initial scour position on the downstream slope
is determined by means of the characteristics of dam figuration and
overtopping flow, the broad-crested weir formula is adopted to calculate
breach flow discharge, and a time averaged backward erosion formula
is adopted to simulate the dam shell breach. The moment and mechanical
equilibrium methods are utilized to model the overturning and sliding
failures of the core, respectively. In order to simulate the actual
failure mode of the dam, one-and two-sided erosion, as well as dam
base erosion, are taken into account. The model adopts the iterative
calculation method to simulate the coupling process of water and soil
during dam breaching. 10 clay core dam overtopping failure cases which
have measured data are adopted to testify the present model. The comparison
of measured data and calculated results on peak breach flow, final
breach width and failure time shows that the calculated results can
meet the engineering requirements, and the statistics of model’s
relative errors validate the reasonability of the present model.
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