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Factors Influencing Erosion of a Cohesive River Bank
Abstract
The sinuous channel of Watts Branch in Montgomery County, Maryland, traverses a grassy meadow nearly devoid of trees. The creek has a drainage area of four square miles and the river bank is composed primarily of cohesive silt. Resurveys of cross sections during the five years 1953-1957 have revealed as much as seven feet of lateral erosion. Over the past two years, additional measurements of the amount of erosion around rows of steel pins driven horizontally into the bank have been made at frequent intervals. These observations indicate several combinations of factors primarily responsible for the progressive recession. Approximately 85 percent of the observed erosion occurred during the winter months of December, January, February, and March. A thickness of as much as 0.4 feet of sediment was eroded from the bank at specific points in a period of several hours during which a bankfull flow attacked banks which had previously been thoroughly wetted. Erosion was most severe at the water surface. Little or no erosion was observed during the summer despite the occurrence of the highest flood on record in July, 1956. Second in erosion effectiveness were cold periods during which wet banks, frost action, and low rises in stage combined to produce 0.6 foot of erosion in six weeks during the winter of 1955-56. Significant erosion also resulted from the combination of moist banks and low rises in stage. Lastly, crystallization of ice and subsequent thawing, without benefit of changes in stage, also produced some erosion as did flashy summer floods even on hard, dry banks. Inasmuch as such summer floods constitute the rare and “catastrophic” events on small drainage basins in this region, present observations suggest that the cumulative effect of more moderate climatic conditions on this process of erosion exceeds the effect of rarer events of much greater magnitude. This preliminary analysis of several factors responsible for erosion of the cohesive river bank indicates that there is perhaps a crude correlation between precipitation and erosion during selected intervals of time. Precipitation exerts an affect both through increasing discharge in the channel and by increasing the moisture in the bank. Frost action acts similarly both to hold moisture in the soil and to comminute surface material, thus preparing it for erosion.
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Citations
Cited by
Riverbank Stability Analysis. I: Theory
Osman, A. M., & Thorne, C. R. (1988) · Journal of Hydraulic Engineering · doi:10.1061/(asce)0733-9429(1988)114:2(134 · Cited by 444
The measurement of river bank erosion and lateral channel change: A review
Lawler, D. M. (1993) · Earth Surface Processes and Landforms · doi:10.1002/esp.3290180905 · Cited by 408
An analysis of the processes of river bank erosion
Hooke, J. M. (1979) · Journal of Hydrology · doi:10.1016/0022-1694(79)90005-2 · Cited by 383
FOREST COVER, IMPERVIOUS‐SURFACE AREA, AND THE MITIGATION OF STORMWATER IMPACTS1
Booth, D. B., Hartley, D., & Jackson, R. (2002) · JAWRA Journal of the American Water Resources Association · doi:10.1111/j.1752-1688.2002.tb01000.x · Cited by 319
Hydraulic erosion of cohesive riverbanks
Julian, J. P., & Torres, R. (2006) · Geomorphology · doi:10.1016/j.geomorph.2005.11.003 · Cited by 294
Metadata
- Authors
- Wolman, M. G.
- Venue
- American Journal of Science
- Publisher
- American Journal of Science (AJS)
- Published
- 1959-03-01
- Volume
- 257
- Issue
- 3
- Pages
- 204-216
- ISSN
- 0002-9599 (ISSN-L)
- OpenAlex
- W2334439178
- Cited by
- 246
- References
- 0
- FWCI
- 4.12
- Type
- journal article
- Language
- en
- Open access
- closed
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