Abstract: Near‐prototype flume studies were conducted in which riprap‐protected embankments were subjected to overtopping flows. Embankment slopes of 1, 2, 8, 10, and 20% were covered with riprap layers with median stone sizes of ...

Abstract: Soil covers are routinely considered a design alternative to stabilize uranium waste impoundments. Gully intrusion into the cover is one of the greatest potential threats to the long‐term stability of an impoundment. An ...