Technical Papers
Aug 6, 2012

Seepage-Induced Streambank Erosion and Instability: In Situ Constant-Head Experiments

Publication: Journal of Hydrologic Engineering
Volume 18, Issue 10

Abstract

The effects of seepage on streambank erosion and failure are less understood compared to fluvial processes, especially the linkage between surface water and groundwater mechanisms. Field data are needed to validate laboratory seepage erosion and instability conclusions and to understand how engineering tools and methods may be applied to field conditions. An innovative trench injection system was utilized to provide a constant head on a near-streambank groundwater system when filled with stream water. This research was performed on a streambank of Dry Creek, a deeply incised stream with near-vertical banks located in Mississippi. Experiments included installing a trench (2.8 m from the bank and 2 m below ground surface) and a network of tensiometers and observation wells to measure soil-water pressures and water table elevations. Bank stratigraphy consisted of a sloping, conductive loamy sand layer between cohesive streambank layers. Groundwater conditions were monitored during a series of induced-seepage experiments. The bank face was outfitted with a seepage collection device to measure seep flow rates and sediment concentrations. Seepage flow rates (as high as 0.4L/min) and corresponding erosion rates (as high as 0.86kg/min) were proportional to estimated hydraulic gradients in the near-streambank region and followed an excess flow rate equation. However, flow paths and hydraulic gradients were largely nonuniform due to local variability in streambank stratigraphy, suggesting difficulty when attempting to apply engineering analyses of bank erosion and stability for seepage processes without accounting for this heterogeneity. Seepage flow and erosion became restricted when small-scale bank failures due to undercutting blocked flow pathways and limited particle mobilization, termed temporary self-healing. Seepage erosion was shown to be an important mechanism of streambank failure, especially when acting in concert with fluvial erosion processes that prevent permanent self-healing of seeps.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors wish to thank the technical support personnel (Mick Ursic, Don Seale, Alan Hudsped, Allen Gregory, and Brian Bell) at the National Sedimentation Laboratory in Oxford, Mississippi for assistance with instrumentation and data collection for this project. This material is based upon work supported by the National Science Foundation (NSF) under Grant No. 0943491. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the National Science Foundation.

References

ASCE Task Committee on Hydraulics, Bank Mechanics, and Modeling of River Width Adjustment. (1998). “River width adjustment. I: Processes and mechanisms.” J. Hydraul. Eng., 124(9), 881–902.
ASTM. (2002). “Standard test method for particle size analyses of soils.” D422-63, ASTM International.
Bansal, R. K., and Das, S. K. (2009). “Effects of bed slope on water head and flow rate at the interfaces between the stream and groundwater: Analytical study.” J. Hydrol. Eng., 14(8), 832–838.
Carson, M. A., and Kirkby, M. J. (1972). Hillslope form and process, Cambridge University Press, Cambridge, UK.
Chu-Agor, M. L., Fox, G. A., Cancienne, R. M., and Wilson, G. V. (2008a). “Seepage caused tension failures and erosion undercutting of hillslopes.” J. Hydrol., 359(3–4), 247–259.
Chu-Agor, M. L., Wilson, G. V., and Fox, G. A. (2008b). “Numerical modeling of bank instability by seepage erosion undercutting of layered streambanks.” J. Hydrol. Eng., 13(12), 1133–1145.
Evans, D. J., Gibson, C. E., and Rossell, R. S. (2006). “Sediment loads and sources in heavily modified Irish catchments: A move towards informed management strategies.” Geomorphology, 79(1–2), 93–113.
Fox, G. A., and Wilson, G. V. (2010). “The role of subsurface flow in hillslope and streambank erosion: A review.” Soil Sci. Soc. Am. J., 74(3), 717–733.
Fox, G. A., Wilson, G. V., Periketi, R. K., and Cullum, R. F. (2006). “Sediment transport model for seepage erosion of streambank sediment.” J. Hydrol. Eng., 11(6), 603–611.
Fox, G. A., Wilson, G. V., Simon, A., Langendoen, E. J., Akay, O., and Fuchs, J. W. (2007). “Measuring streambank erosion due to groundwater seepage: Correlation to bank pore water pressure, precipitation and stream stage.” Earth Surf. Processes Landforms, 32(10), 447–459.
Fredlund, D. G., and Rahardjo, H. (1993). Soil mechanics for unsaturated soils, Wiley, New York.
Hagerty, D. J. (1991). “Piping/sapping erosion. 1: Basic considerations.” J. Hydraul. Eng., 117(8), 991–1008.
Hagerty, D. J., Spoor, M. F., and Ullrich, C. R. (1981). “Bank failure and erosion on the Ohio River.” Eng. Geol., 17(3), 141–158.
He, Z., Wu, W., and Wang, S. S. Y. (2008). “Coupled finite-volume model for 2D surface and 3D subsurface flows.” J. Hydrol. Eng., 13(9), 835–845.
Hunt, B. (2005). “Bank-storage problem and the Dupuit approximation.” J. Hydrol. Eng., 10(2), 118–124.
Iverson, R. M., and Major, J. J. (1986). “Groundwater seepage vectors and the potential for hillslope failure and debris flow mobilization.” Water Resour. Res., 22(11), 1543–1548.
Lawler, D. M., Thorne, C. R., and Hooke, J. M. (1997). “Bank erosion and instability.” Applied fluvial geomorphology for river engineering and management, C. R. Thorne, R. D. Hey, and M. D. Newson, eds., Wiley, New York, 137–172.
Lobkovsky, A. E., Jensen, B., Kudrolli, A., and Rothman, D. H. (2004). “Threshold phenomena in erosion driven by subsurface flow.” J. Geophys. Res., 109(F4), F04010.
Pizzuto, J. E., et al. (2007). “Streambank erosion and river width adjustment.” Sedimentation engineering: Processes, measurements, modeling and practice, M. H. Garcia, ed., ASCE, Reston, VA, 387–438.
Richards, K. S., and Reddy, K. R. (2007). “Critical appraisal of piping phenomena in earth dams.” Bull. Eng. Geol. Environ., 66(4), 381–402.
Rinaldi, M., Casagli, N., Dapporto, S., and Gargini, A. (2004). “Monitoring and modelling of pore water pressure changes and riverbank stability during flow events.” Earth Surf. Processes Landforms, 29(2), 237–254.
Rinaldi, M., Mengoni, B., Luppi, L., Darby, S. E., and Mosselman, E. (2008). “Numerical simulation of hydrodynamics and bank erosion in a river bend.” Water Resour. Res., 44(9), W09428.
Rulon, J. J., Rodway, R., and Freeze, R. A. (1985). “The development of multiple seepage faces on layered slopes.” Water Resour. Res., 21(11), 1625–1636.
Sekely, A. C., Mulla, D. J., and Bauer, D. W. (2002). “Streambank slumping and its contribution to the phosphorus and suspended sediment loads of the Blue Earth River, Minnesota.” J. Soil Water Conserv., 57(5), 243–250.
Simon, A. (1995). “Adjustment and recovery of unstable alluvial channels: Identification and approaches for engineering management.” Earth Surf. Processes Landforms, 20(7), 611–628.
Simon, A., Curini, A., Darby, S. E., and Langendoen, E. J. (2000). “Bank and near-bank processes in an incised channel.” Geomorphology, 35(3–4), 183–217.
Simon, A., and Darby, S. E. (1999). “The nature and significance of incised river channels.” Incised river channels: Processes, forms, engineering and management, S. E. Darby and A. Simon, eds., Wiley, Chichester, UK.
Soenksen, P. J., Turner, M. J., Dietsch, B. J., and Simon, A. (2003). “Stream bank stability in eastern Nebraska.”, U.S. Geological Survey, Denver, CO.
Surfer 8, version 8.09 [Computer software]. Golden Software Inc., Golden, CO.
Thorne, C. R. (1982). “Processes and mechanisms of river bank erosion.” Gravel-bed rivers, R. D. Hey, J. C. Bathurst, and C. R. Thorne, eds., Wiley, Chichester, UK, 227–271.
Thorne, C. R., and Tovey, N. K. (1981). “Stability of composite river banks.” Earth Surf. Processes Landforms, 6(5), 469–484.
Wilson, C. G., et al. (2008). “Quantifying relative contributions from sediment sources in conservation effects assessment project watersheds.” J. Soil Water Conserv., 63(6), 523–531.
Wilson, G. V., Nieber, J., Sidle, R. C., and Fox, G. A. (2013). “Internal erosion during soil pipeflow: State of the science for experimental and numerical analysis.” Trans. ASABE, 56(2), 465–478.
Wilson, G. V., Periketi, R., Fox, G. A., Dabney, S. M., Shields, F. D., and Cullum, R. F. (2007). “Soil properties controlling seepage erosion contributions to streambank failure.” Earth Surf. Processes Landforms, 32(3), 447–459.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 18Issue 10October 2013
Pages: 1200 - 1210

History

Received: Nov 10, 2011
Accepted: Jul 5, 2012
Published online: Aug 6, 2012
Discussion open until: Jan 6, 2013
Published in print: Oct 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

T. L. Midgley [email protected]
National Science Foundation Graduate Fellow, Dept. of Biosystems and Agricultural Engineering, Oklahoma State Univ., Stillwater, OK 74078. E-mail: [email protected]
P.E.
M.ASCE
Professor and Orville L. and Helen L. Buchanan Chair, Dept. of Biosystems and Agricultural Engineering, Oklahoma State Univ., 120 Ag Hall, Stillwater, OK 74078-6016 (corresponding author). E-mail: [email protected]
G. V. Wilson [email protected]
Soil Physicist/Hydrologist, USDA-ARS National Sedimentation Laboratory, 598 McElroy Rd., Oxford, MS 38655. E-mail: [email protected]
D. M. Heeren [email protected]
P.E.
M.ASCE
Assistant Professor, Biological Systems Engineering, Univ. of Nebraska, Lincoln, NE 68583; formerly, Research Engineer and U.S. EPA STAR Fellow, Dept. of Biosystems and Agricultural Engineering, Oklahoma State Univ., Stillwater, OK 74078. E-mail: [email protected]
E. J. Langendoen [email protected]
M.ASCE
Hydraulic Engineer, USDA-ARS National Sedimentation Laboratory, 598 McElroy Rd., Oxford, MS 38655. E-mail: [email protected]
Geomorphologist, Cardo-Entrix, 5415 SW Westgate Dr., Portland, OR 97221. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share