A typical flood mitigation structure on an alluvial fan consists of a dike/
channel system that deflects the flow away from the area requiring protecti
on. Such a structure results in a change in channel slope from steep to mil
d when the flow first encounters the structure and from mild to steep when
the flow is released at the downstream end of the structure. These slope ch
anges result in sediment deposition at the point where the flow encounters
the structure and erosion at the point of release. In designing the structu
re, the length and maximum depth of deposition (erosion) are critical varia
bles that must be estimated. A simple model to estimate these variables is
proposed and developed. The hypothesized model has been used to estimate th
e length and depth of deposition (erosion) on several projects in southern
Nevada.