- 177 Downloads
A wave with a vertical front. Shock equations. Computing flow speeds with flow depths before and after the shock. Giving up momentum correction coefficients. Shock conditions in a channel with vertical banks. Shock conditions in a channel with sloping shores. How does an ordinary wave become a bore? Turbulence or ripples? Shock reflection from a barrage: observations and analytics. How good is this theory? Bore train passage up and down the Kitakami River in the 2011 Tohoku tsunami event: what the theory tells, and the records imply. Summary of the book’s main points.
- Chanson, H. (2010). Undular tidal bores: Basic theory and free-surface characteristics. Journal of Hydraulic Engineering, 136(11), 940–944. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000264.CrossRefGoogle Scholar
- Chanson, H. (2012). Momentum considerations in hydraulic jumps and bores. Journal of Irrigation and Drainage Engineering, 138(4), 382–385. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000409.CrossRefGoogle Scholar
- Henderson, F. M. (1966). Open channel flow. MacMillan Series in Civil Engineering (522 pp.). London: Pearson.Google Scholar
- Stoker, J. J. (1957). Water waves. New York, NY: Interscience Publishers Inc.Google Scholar