Cross-Sectional Stability of a Canal under the Action of Ship Waves Based on Minimum Energy Hypothesis

Author:

Chen Yimei,Mao LileiORCID,Xia Feng

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference25 articles.

1. Afzalimehr H, Abdolhosseini M, Singh VP (2010) Hydraulic geometry relations for stable channel design. Journal of Hydrologic Engineering 15(10):859–864, DOI: 10.1061/(ASCE)HE.1943-5584.0000260

2. Bellafiore D, Zaggia L, Broglia R, Ferrarin C, Benetazzo A (2018) Modeling ship-induced waves in shallow water systems: The Venice experiment. Ocean Engineering 155(2018):227–239, DOI: 10.1016/j.oceaneng.2018.02.039

3. Chang M, Xu GB (2013) Numerical simulation of fluid motion in flume based on theory of minimum rate of energy dissipation. Journal of Sediment Research 2:67–71, DOI: 10.16239/j.cnki.0468-155x.2013.02.005 (in Chinese)

4. Chen YM, Hu FQ (2016) Study on the hydraulic geometry of the canal section under the action of ship-generated waves and currents. Proceedings of the international offshore and polar engineering conference, June 26–July 1, Rhodes, Greece

5. Diplas P, Vigilar G (1992) Hydraulic geometry of threshold channels. Journal of Hydraulic Engineering 118(4):597–614, DOI: 10.1061/(ASCE)0733-9429(1992)118:4(597)

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