DISCUSSIONS AND CLOSURES
Feb 15, 2012

Discussion of “Enhanced Predictions for Peak Outflow from Breached Embankment Dams” by Christopher I. Thornton, Michael W. Pierce, and Steven R. Abt

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Publication: Journal of Hydrologic Engineering
Volume 17, Issue 3
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Acknowledgments

The discusser S. K. Gupta expresses his sincere thanks to his son, Varen, for assisting him in computer program debugging.

References

Costa, J. E. (1985). “Floods from dam failures.” USGS Open-File Rep. No. 85-560, USGS, Denver.
Evans, S. G. (1986). “The maximum discharge of outburst floods caused by the breaching of man-made and natural dams.” Can. Geotech. J., 23(3), 385–387.
Froehlich, D. C. (1995). “Peak outflow from breached embankment dam.” J. Water Resour. Plann. Manage., 121(1), 90–97.
Hagen, V. K. (1982). “Re-evaluation of design floods and dam safety.” Proc., 14th Congress of Int. Commission on Large Dams, International Commission on Large Dams, Paris.
Kirkpatrick, G. W. (1977). “Evaluation guidelines for spillway adequacy.” The evaluation of dam safety: Engineering Foundation Conf., ASCE, New York, 395–414.
MacDonald, T. C., and Langridge-Monopolis, J. (1984). “Breaching characteristics of dam failures.” J. Hydraul. Eng., 110(5), 567–586.
Pierce, M. W., Thornton, C. I., and Abt, S. R. (2010). “Predicting peak outflow from breached embankment dams.” J. Hydrol. Eng., 15(5), 338–349.
Pilotti, M., Maranzoni, A., Tomirotti, M., and Valerio, G. (2011). “1923 Gleno dam break: Case study and numerical modeling.” J. Hydrol. Eng., 137(4), 480–492.
Singh, K. P., and Snorrason, A. (1982). “Sensitivity of outflow peaks and flood stages to the selection of dam breach parameters and simulation models.” State Water Survey (SWS) Contract Rep. No. 288, Illinois Dept. of Energy and Natural Resources, SWS Division, Surface Water at the Univ. of Illinois, Chicago.
Singh, K. P., and Snorrason, A. (1984). “Sensitivity of outflow peaks and flood stages to the selection of dam breach parameters and simulation models.” J. Hydrol. (Amsterdam), 68(1–4), 295–310.
Soil Conservation Service (SCS). (1981). “Simplified dam-breach routing procedure.” Technical Release No. 66, Rev. 1., USDA, Washington, DC.
U.S. Bureau of Reclamation. (1982). “Guidelines for defining inundated areas downstream from bureau of reclamation dams.” Reclamation planning instruction No. 82-11, Washington, DC.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 17Issue 3March 2012
Pages: 463 - 466

History

Received: Apr 25, 2011
Accepted: Jun 29, 2011
Published online: Feb 15, 2012
Published in print: Mar 1, 2012

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Authors

Affiliations

S. K. Gupta [email protected]
Assistant Professor, Hydraulics and Water Resources Engineering, Dept. of Civil Engineering, Institute of Technology, BHU, Varanasi-221005, UP, India (corresponding author). E-mail: [email protected]
Vijay P. Singh, F.ASCE [email protected]
Caroline and William N. Lehrer Distinguished Chair in Water Engineering and Professor, Dept. of Biological and Agricultural Engineering and Dept. of Civil and Environmental Engineering, 321 Scoates Hall, 2117 TAMU, Texas A&M Univ., College Station, TX 77843-2117. E-mail: [email protected]

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