论文信息 - Overtopping Breaching of Noncohesive Homogeneous Embankments - 字舞流文

Overtopping Breaching of Noncohesive Homogeneous Embankments

Homogeneous small-amplitude embankments were constructed in flumes from a range of uniform noncohesive materials and breached by overtopping flows under constant reservoir level conditions. Embankm...

Stephen E. Coleman | M. Grant Webby | Darryl P. Andrews | M. Webby | S. Coleman | D. Andrews | Stephen E. Coleman

[1] R. Ettema,et al. Hydraulic modeling: concepts and practice , 2000 .

[2] Dn Jennings,et al. Analysis of Dam Break Flood Caused by Failure of Tunawaea Landslide Dam , 1994 .

[3] David N Jennings,et al. Tunawaea Landslide Dam: Part 2 - Hazard Assessment , 1993 .

[4] Bruce W. Melville,et al. Overtopping Breaching of Noncohesive Embankment Dams , 1997 .

[5] V. Singh,et al. Analysis of Gradual Earth‐Dam Failure , 1988 .

[6] V. Cuellar,et al. Failure mechanism of the Aznalcóllar Dam, Seville, Spain , 2001 .

[7] Vijay P. Singh,et al. Dam Breach Modeling Technology , 1996 .

[8] Darryl Andrews. Embankment failure due to overtopping flow , 1998 .

[9] J. Walder,et al. Methods for predicting peak discharge of floods caused by failure of natural and constructed earthen dams , 1997 .