Discussions and Closures
Aug 8, 2019

Discussion of “Vertical 2D Nonhydrostatic Model Using Mode Splitting for Dam-Break Flows” by Yonghui Zhu and Dechao Hu

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Publication: Journal of Hydraulic Engineering
Volume 145, Issue 10
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Acknowledgments

This work was supported by the Spanish project CTM2017-85171-C2-1-R.

References

Bonneton, P., E. Barthélemy, F. Chazel, R. Cienfuegos, D. Lannes, F. Marche, and M. Tissier. 2011. “Recent advances in Serre-Green-Naghdi modelling for wave transformation, breaking and runup processes.” Eur. J. Mech. Fluids 30 (6): 589–597. https://doi.org/10.1016/j.euromechflu.2011.02.005.
Cantero-Chinchilla, F. N., O. Castro-Orgaz, S. Dey, and J. L. Ayuso. 2016. “Nonhydrostatic dam break flows I: Physical equations and numerical schemes.” J. Hydraul. Eng. 142 (12): 04016068. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001205.
Cantero-Chinchilla, F. N., O. Castro-Orgaz, and A. A. Khan. 2018. “Depth-integrated nonhydrostatic free-surface flow modelling using weighted-averaged equations.” Int. J. Numer. Methods Fluids 87 (1): 27–50. https://doi.org/10.1002/fld.4481.
Castro-Orgaz, O., and H. Chanson. 2017. “Ritter’s dry-bed dam-break flows: Positive and negative wave dynamics.” Environ. Fluid Mech. 17 (4): 665–694. https://doi.org/10.1007/s10652-017-9512-5.
Castro-Orgaz, O., and W. H. Hager. 2017. “Non-hydrostatic free surface flows.” In Advances in Geophysical and Environmental Mechanics and Mathematics. Berlin: Springer.
Cienfuegos, R., E. Barthélemy, and P. Bonneton. 2006. “A fourth-order compact finite volume scheme for fully nonlinear and weakly dispersive Boussinesq-type equations. I: Model development and analysis.” Int. J. Num. Method Fluids 51 (11): 1217–1253. https://doi.org/10.1002/fld.1141.
Erduran, K. S., S. Ilic, and V. Kutija. 2005. “Hybrid finite-volume finite-difference scheme for the solution of Boussinesq equations.” Int. J. Numer. Methods Fluids 49 (11): 1213–1232. https://doi.org/10.1002/fld.1021.
Gottlieb, S., C.-W. Shu, and E. Tadmor. 2001. “Strong stability-preserving high-order time discretization methods.” SIAM Rev. 43 (1): 89–112. https://doi.org/10.1137/S003614450036757X.
Green, A. E., and P. M. Naghdi. 1976a. “A derivation of equations for wave propagation in water of variable depth.” J. Fluid Mech. 78 (2): 237–246. https://doi.org/10.1017/S0022112076002425.
Green, A. E., and P. M. Naghdi. 1976b. “Directed fluid sheets.” Proc. R. Soc. London 347 (1651): 447–473. https://doi.org/10.1098/rspa.1976.0011.
Hoffman, J. D. 2001. Numerical methods for engineers and scientists. 2nd ed. New York: Marcel Dekker.
Hosoda, T., and A. Tada. 1994. “Free surface profile analysis on open channel flow by means of 1-D basic equations with effect of vertical acceleration.” Annu. J. Hydraul. Eng. 38: 457–462. https://doi.org/10.2208/prohe.38.457.
Khan, A. A., and P. M. Steffler. 1996. “Vertically averaged and moment equations model for flow over curved beds.” J. Hydraul. Eng. 122 (1): 3–9. https://doi.org/10.1061/(ASCE)0733-9429(1996)122:1(3).
Kim, D.-H., and P. J. Lynett. 2011. “Dispersive and nonhydrostatic pressure effects at the front of surge.” J. Hydraul. Eng. 137 (7): 754–765. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000345.
Mignot, E., and R. Cienfuegos. 2009. “On the application of a Boussinesq model to river flows including shocks.” Coastal Eng. 56 (1): 23–31. https://doi.org/10.1016/j.coastaleng.2008.06.007.
Mohapatra, P. K., and M. H. Chaudhry. 2004. “Numerical solution of Boussinesq equations to simulate dam-break flows.” J. Hydraul. Eng. 130 (2): 156–159. https://doi.org/10.1061/(ASCE)0733-9429(2004)130:2(156).
Mohapatra, P. K., V. Eswaran, and S. M. Bhallamudi. 1999. “Two-dimensional analysis of dam-break flow in vertical plane.” J. Hydraul. Eng. 125 (2): 183–192. https://doi.org/10.1061/(ASCE)0733-9429(1999)125:2(183).
Ozmen-Cagatay, H., and S. Kocaman. 2010. “Dam-break flows during initial stage using SWE and RANS approaches.” J. Hydraul. Res. 48 (5): 603–611. https://doi.org/10.1080/00221686.2010.507342.
Seabra-Santos, F. J., D. P. Renouard, and A. M. Temperville. 1987. “Numerical and experimental study of the transformation of a solitary wave over a shelf or isolated obstacle.” J. Fluid Mech. 176 (1): 117–134. https://doi.org/10.1017/S0022112087000594.
Serre, F. 1953. “Contribution à l’étude des écoulements permanents et variables dans les canaux” [Contribution to the study of steady and unsteady channel flows]. [In French.] La Houille Blanche 8 (3–7): 374–388. https://doi.org/10.1051/lhb/1953034.
Steffler, P. M., and Y. C. Jin. 1993. “Depth-averaged and moment equations for moderately shallow free surface flow.” J. Hydraul. Res. 31 (1): 5–17. https://doi.org/10.1080/00221689309498856.
Toro, E. F. 2001. Shock-capturing methods for free-surface shallow flows. Chichester, UK: John Wiley & Sons.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 145Issue 10October 2019

History

Received: Sep 3, 2018
Accepted: Jan 10, 2019
Published online: Aug 8, 2019
Published in print: Oct 1, 2019
Discussion open until: Jan 8, 2020

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Oscar Castro-Orgaz [email protected]
Professor, Univ. of Cordoba, Campus Rabanales, Leonardo Da Vinci Bldg., Cordoba E-14071, Spain (corresponding author). Email: [email protected]
Willi H. Hager, F.ASCE [email protected]
Emeritus Professor, Versuchsanstalt für Wasserbau, Hydrologie und Glaziologie, ETH Zurich, Zürich CH-8093, Switzerland. Email: [email protected]

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