Relation of suspended-sediment concentration to channel scour and fill
By: Luna Bergere Leopold and Thomas Maddock Jr.
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Abstract
It is known that during the passage of a flood the channel of an alluvial stream scours and fills with considerable rapidity. Though such changes may be random, it seems more likely that there is a definite pattern of channel change directly related both to discharge and to the sediment load provided to the river by the drainage basin.
In a study by the authors [1] an analysis was made of concurrent values of suspended sediment load and width, mean depth, mean velocity, and discharge at a number of gaging stations. From the data analyzed it appeared that fairly definite relations exist between these variables.
| Publication type | Conference Paper |
|---|---|
| Publication Subtype | Conference Paper |
| Title | Relation of suspended-sediment concentration to channel scour and fill |
| Year Published | 1953 |
| Language | English |
| Description | 20 p. |
| Larger Work Type | Conference Paper |
| Larger Work Subtype | Conference Paper |
| Larger Work Title | Proceedings of the fifth Hydraulics Conference, June 9-11, 1952, arranged by the Iowa Institute of Hydraulic Research |
| First page | 159 |
| Last page | 178 |
| Public Comments | University of Iowa Studies in Engineering, 34 |
| Conference Title | Proceedings of the fifth Hydraulics Conference |
| Conference Location | Iowa City, IA |
| Conference Date | June 9-11, 1952 |
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