The project requires the use of Slide 2 and Slide 3 and involves evaluating both seepage and slope stability conditions for the dam using the provided figures and DXF file. Several reservoir and loading conditions must be analyzed to generate the required seepage plots and flow calculations, including head distributions, hydraulic gradients, and discharge through and beneath the embankment. In addition, slope stability analyses must be performed for both the upstream and downstream slopes under different operating and loading conditions, including static and seismic cases, to verify that the dam satisfies the required stability criteria. Screenshots should be provided throughout the process to show each step, the setup of the model, the generation of the plots, and the method used to obtain the calculated results.
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