References
- Fell, R., Foster, M., Davidson, R., Cyganiewicz, J., Sills, G., & Vroman, N. (2009). A Unified Method for Estimating Probabilities of Failure of Embankment Dams by Internal Erosion and Piping. UNICIV Report R 446, The School of Civil and Environmental Engineering, University of New South Wales, Sydney, Australia 2052. ISBN:85841 413 9. www.unsw.edu.au/engineering/our-schools/civil-and-environmental-engineering/our-research/uniciv-reports
- Fell, R., MacGregor, P., Stapledon, D., Bell, G., & Foster, M. (2015). Geotechnical engineering of dams. 2nd ed. Taylor & Francis. ISBN 9781138749344
- Ferro, V. (1999). Theoretical end-depth-discharge relationship for free overfall. Journal of Irrigation and Drainage Engineering, 125(1), 40–44. https://doi.org/10.1061/(ASCE)0733-9437(1999)125:1(40)
- Hager, W. H. (1983). Hydraulics of plane free overfall. Journal of Hydraulic Engineering, ASCE, 109(12), 1683–1697. https://doi.org/10.1061/(ASCE)0733-9429(1983)109:12(1683)
- He, K., Fell, R., & Song, C. (2019). Transverse cracking in embankment dams resulting from cross valley differential settlements. European Journal of Environmental and Civil Engineering, 26(3), 995–1021. https://doi.org/10.1080/19648189.2019.1691663
- He, K., Song, C., & Fell, R. (2021). Numerical modelling of transverse cracking in embankment dams. Computers and Geotechnics, 132, 104028. https://doi.org/10.1016/j.compgeo.2021
- ICOLD (International Commission on Large Dams) (2017). Internal erosion of existing dams, levees, and dikes, and their foundations. Bulletin No. 164. ICOLD.
- ISO (2017). International Standard 18481 Hydrometry – Liquid flow measurement using end depth method in channels with a free overfall. ISO 18481:2017(E) www.iso.org
- Lamb, H. (1945). Hydrodynamics (6th ed.), Dover Publications. 9780521458689
- Peirson, W. L. (2018). Flow induced shear stresses in cracks. Water Research Laboratory Research Rep. No. 265. University of New South Wales.
- Prapakaran, V. (2018). Flow in Fissures (Unpublished) Honours thesis. School of Civil and Environmental Engineering. UNSW Sydney.
- Rouse, H. (1936). Discharge characteristic of the free overfall. Civil Engineering, ASCE, 6(4), 257–260.
- Savage, S., Douglas, K., Fell, R., Peirson, W., & Berndt, R. (2019). Modeling the erosion and swelling of the sides of transverse cracks in embankment dams. Journal of Geotechnical and Geoenvironmental Engineering, 145(5), 04019015-1,9. ASCE. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002040
- Schlichting, H., & Gersten, K. (2017). Boundary-Layer Theory. Chapter 17. Internal Flows. Springer-Verlag. https://doi.org/10.1007/978-3-662-52919-5_17
- USACE (1990). Status and Capabilities of Computer Program HEC-6: “Scour and deposition in rivers”. Tech. Paper. 129. June. U.S. Army Corps of Engineers. Hydrologic Engineering Center apps.dtic.mil/sti/citations/ADA225194