Experimental Study of Subsurface Erosion in River Banks
Subsurface erosion in river banks and its details, in
spite of its occurrence in various parts of the world has rarely been
paid attention by researchers. In this paper, quantitative concept of
the subsurface bank erosion has been investigated for vertical banks.
Vertical banks were simulated experimentally by considering a sandy
erodible layer overlaid by clayey one under uniformly distributed
constant overhead pressure. Results of the experiments are indicated
that rate of sandy layer erosion is decreased by an increase in
overburden; likewise, substituting 20% of coarse (3.5 mm) sand layer
bed material by fine material (1.4 mm) may lead to a decrease in
erosion rate by one-third. This signifies the importance of the bed
material composition effect on sandy layers erosion due to subsurface
erosion in river banks.
[1] American Society of Civil Engineers Task Committee on River
Widening, "River width adjustment," J. of Hydraulic Engineering, Vol.
124, 1998, pp. 903-917.
[2] Thorne C. R., "Bank processes and channel evolution in the incised
rivers of north-central Mississippi in Incised River Channels,"
Engineering and Management, John Wiley, 1999, pp. 97-121.
[3] Thorne C. R. and Tovey, N. K., "Stability of Composite River banks,"
Earth Surface Processes and Landforms, Vol. 6, 1981, pp. 469-484.
[4] Hagerty, D. J., "Piping/sapping erosion I: Identification and Diagnosis,"
J. of Hydraulic Engineering, Vol. 117, 1991a, pp. 991-1008.
[5] Langendoen, E. J. and Simon, A., "Modeling the evolution of incised
streams," J. of Hydraulic Engineering, 2008, pp. 905-915.
[6] Imanshoar, F., Hassanzadeh, Y. and Tabatabai, M. R., "Basic
considerations, evidences and diagnosis of piping erosion in
riverbanks," INCWR2010, Kermanshah, Iran, 2010. (In Persian)
[7] Couper, P. R. and Maddock, I. P., "Sub aerial river bank erosion
processes and their interaction with other bank erosion mechanisms on
the river arrow," Warwichshire, UK, Earth Surface Process and
Landforms, John Wiley and Sons, 26(6), 2001, pp. 631-646.
[8] Hagerty, D. J., "Piping/sapping erosion II: Basic considerations,"
Journal of Hydraulic Engineering, Vol. 117, 1991b, pp. 1009-1025.
[9] Fox, G. A., Wilson, G. V., Simon, A., Langendoen E. J., Akay, O. and
Fuchs, J. W., "Measuring stream bank erosion due to ground water
seepage: correlation to bank pore water pressure, precipitation and
stream stage," Earth Surface Process and Landforms, 32, 2007, pp.
1558 - 1573.
[10] Simon, A. and Rinaldi, M., "Channel instability in the loess area of the
Midwestern United States," J. of American Water Resources
Association, Vol. 36(1), 2000, pp. 133-150.
[1] American Society of Civil Engineers Task Committee on River
Widening, "River width adjustment," J. of Hydraulic Engineering, Vol.
124, 1998, pp. 903-917.
[2] Thorne C. R., "Bank processes and channel evolution in the incised
rivers of north-central Mississippi in Incised River Channels,"
Engineering and Management, John Wiley, 1999, pp. 97-121.
[3] Thorne C. R. and Tovey, N. K., "Stability of Composite River banks,"
Earth Surface Processes and Landforms, Vol. 6, 1981, pp. 469-484.
[4] Hagerty, D. J., "Piping/sapping erosion I: Identification and Diagnosis,"
J. of Hydraulic Engineering, Vol. 117, 1991a, pp. 991-1008.
[5] Langendoen, E. J. and Simon, A., "Modeling the evolution of incised
streams," J. of Hydraulic Engineering, 2008, pp. 905-915.
[6] Imanshoar, F., Hassanzadeh, Y. and Tabatabai, M. R., "Basic
considerations, evidences and diagnosis of piping erosion in
riverbanks," INCWR2010, Kermanshah, Iran, 2010. (In Persian)
[7] Couper, P. R. and Maddock, I. P., "Sub aerial river bank erosion
processes and their interaction with other bank erosion mechanisms on
the river arrow," Warwichshire, UK, Earth Surface Process and
Landforms, John Wiley and Sons, 26(6), 2001, pp. 631-646.
[8] Hagerty, D. J., "Piping/sapping erosion II: Basic considerations,"
Journal of Hydraulic Engineering, Vol. 117, 1991b, pp. 1009-1025.
[9] Fox, G. A., Wilson, G. V., Simon, A., Langendoen E. J., Akay, O. and
Fuchs, J. W., "Measuring stream bank erosion due to ground water
seepage: correlation to bank pore water pressure, precipitation and
stream stage," Earth Surface Process and Landforms, 32, 2007, pp.
1558 - 1573.
[10] Simon, A. and Rinaldi, M., "Channel instability in the loess area of the
Midwestern United States," J. of American Water Resources
Association, Vol. 36(1), 2000, pp. 133-150.
@article{"International Journal of Earth, Energy and Environmental Sciences:49283", author = "F. Imanshoar and M. R. M. Tabatabai and Y. Hassanzadeh and M. Rostamipoor", title = "Experimental Study of Subsurface Erosion in River Banks", abstract = "Subsurface erosion in river banks and its details, in
spite of its occurrence in various parts of the world has rarely been
paid attention by researchers. In this paper, quantitative concept of
the subsurface bank erosion has been investigated for vertical banks.
Vertical banks were simulated experimentally by considering a sandy
erodible layer overlaid by clayey one under uniformly distributed
constant overhead pressure. Results of the experiments are indicated
that rate of sandy layer erosion is decreased by an increase in
overburden; likewise, substituting 20% of coarse (3.5 mm) sand layer
bed material by fine material (1.4 mm) may lead to a decrease in
erosion rate by one-third. This signifies the importance of the bed
material composition effect on sandy layers erosion due to subsurface
erosion in river banks.", keywords = "Subsurface Erosion, Vertical Banks, Bed Material
Size", volume = "6", number = "1", pages = "1-5", }