Research Article
Lessons from the Case History of a Massive Landslide Dam
Figure 22
SEEP/W simulation results for Karli spillway (lake level at 1352 m AMSL): (a–c) flow paths, total head contours, and velocity vectors, respectively, for the head at the downstream toe end equal to the original channel bed, and (d) velocity vectors for zero flux at the downstream toe end.
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