References
- AVT. (2015). Retrieved 4 July, 2015, from http://www.adept.net.au/cameras/avt/guppy_f080.shtml; Allied Vision Technologies GmbH, Stadtroda. 13:48.
- Chinnarasri, C., Jirakitlerd, S., & Wongwises, S. (2004). Embankment dam breach and its outflow characteristics. Civil Engineering and Environmental Systems, 21(4), 247–264. doi: 10.1080/10286600412331328622
- Coleman, S. E., Andrews, D. P., & Webby, M. G. (2002). Overtopping breaching of noncohesive homogeneous embankments. Journal of Hydraulic Engineering, 128(9), 829–838. doi: 10.1061/(ASCE)0733-9429(2002)128:9(829)
- Dupont, E., Dewals, B. J., Archambeau, P., Erpicum, S., & Pirotton, M. (2007). Experimental and numerical study of the breaching of an embankment dam. Proc. 32nd IAHR Biennial Congress Venice, 1(178), 1–10.
- Frank, P.-J., & Hager, W. H. (2015). Spatial dike breach: Sediment surface topography using photogrammetry. Proc. 36th IAHR World Congress the Hague, 1613–1622.
- LaVision. (2015). Retrieved 18 June, 2015, from http://www.lavision.de/en/products/davis.php; 15:33.
- Orendorff, B., Al-Riffai, M., Nistor, I., & Rennie, C. D. (2013). Breach outflow characteristics of non-cohesive embankment dams subject to blast. Canadian Journal of Civil Engineering, 40(3), 243–253. doi: 10.1139/cjce-2012-0303
- Pickert, G., Weitbrecht, V., & Bieberstein, A. (2011). Breaching of overtopped river embankments controlled by apparent cohesion. Journal of Hydraulic Research, 49(2), 143–156. doi: 10.1080/00221686.2011.552468
- Savitzky, A., & Golay, M. J. (1964). Smoothing and differentiation of data by simplified least squares procedures. Analytical Chemistry, 36(8), 1627–1639. doi: 10.1021/ac60214a047
- Schmocker, L. (2011). Hydraulics of dike breaching (PhD Thesis No. 19983). ETH Zurich, Zurich.
- Schmocker, L., Frank, P.-J., & Hager, W. H. (2014). Overtopping dike-breach: Effect of grain size distribution. Journal of Hydraulic Research, 52(4), 559–564. doi: 10.1080/00221686.2013.878403
- Schmocker, L., & Hager, W. H. (2009). Modelling dike breaching due to overtopping. Journal of Hydraulic Research, 47(5), 585–597. doi: 10.3826/jhr.2009.3586
- Schmocker, L., & Hager, W. H. (2012). Plane dike-breach due to overtopping: Effects of sediment, dike height and discharge. Journal of Hydraulic Research, 50(6), 576–586. doi: 10.1080/00221686.2012.713034
- Van Emelen, S., Zech, Y., & Soares-Frazão, S. (2015). Impact of sediment transport formulations on breaching modelling. Journal of Hydraulic Research, 53(1), 60–72. doi: 10.1080/00221686.2014.939111