Sediment Inertia as Cause of River Antidunes

by Gary Parker, Research Fellow; St. Anthony Falls Hydr. Lab., Univ. of Minnesota, Minneapolis, Minn.,


Serial Information: Journal of the Hydraulics Division, 1975, Vol. 101, Issue 2, Pg. 211-221


Document Type: Journal Paper

Discussion: Mehrotra Subhash C. (See full record)
Discussion: Fredsoe Jorgen (See full record)
Closure: (See full record)

Abstract: The formation of antidunes on riverbeds is explained in terms of sediment inertial effects. Due to inertia, bed sediment in transport cannot respond immediately to flow changes. To quantify the effect, a simple equation for sediment momentum balance is derived. A stability analysis indicates that riverbeds are unstable for a specific range of Froude numbers and that the instability leads exclusively to antidune formation. The instability, which is scaled by a dimensionless number representing the ratio of sediment inertia to friction, is a result of a spatial lag of bed load behind bed stress. An analytical relation for spatial lag is obtained, and the lag is estimated for some experimental data. The limits of antidune formation are compared with data.

Subject Headings: Dunes | Inertia | Bed materials | Bed loads | Sediment transport | Spatial analysis | Froude number

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