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<br />unsteady flow equations to evaluate the effect of the flood wave under <br /> <br />three different conditions of impoundment in the downstream reservoir <br /> <br />at the time of failure. The structure that was assumed to fail was <br /> <br />treated as a finite discontinuity in the water surface elevation at <br /> <br />an internal point in the computation net rather than as a boundary <br /> <br />condition. The design, verification and use of the digital simulation <br />model for the analysis are presented. <br /> <br />2 <br />