Predicting Peak Outflow from Breached Embankment Dams-Reference-Cited by-同舟云学术

Predicting Peak Outflow from Breached Embankment Dams

Published:2010-05 Issue:5 Volume:15 Page:338-349
ISSN:1084-0699
Container-title:Journal of Hydrologic Engineering
language:en
Short-container-title:J. Hydrol. Eng.

Author:

Pierce Michael W.¹²³,Thornton Christopher I.¹²³,Abt Steven R.¹²³

Affiliation:

1. Hydraulic Engineer, Mussetter Engineering, Inc., 1730 South College Ave., Fort Collins, CO 80525.

2. Assistant Professor and Director, Dept. of Civil and Environmental Engineering, Engineering Research Center and Hydraulics Laboratory, Colorado State Univ., Fort Collins, CO 80523.

3. Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HE.1943-5584.0000197

Reference24 articles.

1. Costa J. E. (1985). “Floods from dam failures.” U. S. Geological Survey Open-File Rep. No. 85-560 U. S. Geological Survey Denver Colo.

2. The maximum discharge of outburst floods caused by the breaching of man-made and natural dams

3. Federal Energy Regulatory Commission (FERC). (2006). “Report of findings on the overtopping and embankment breach of the upper dam—Taum Sauk pumped storage project.” Rep. No. FERC 2277.

4. Peak Outflow from Breached Embankment Dam

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