Geodesic
On modeling of hydraulic bore propagation at incline bank
Sibirskij žurnal vyčislitelʹnoj matematiki, Tome 10 (2007) no. 1, pp. 43-60

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In the present paper, the numerical algorithm for the hydraulic bore propagation onto a dry channel on the basis of the shallow water equations is proposed. This algorithm is based on a modified total momentum conservation law. The results of numerical simulation of generation, propagation and run-up onto the inclined shore of the hydraulic bore, arising after the total or partial (in the two-dimensional case) dam-break, and of the wave like tsunami, arising after a quick local bottom rise. 
@article{SJVM_2007_10_1_a2,
     author = {N. M. Borisova},
     title = {On modeling of hydraulic bore propagation at incline bank},
     journal = {Sibirskij \v{z}urnal vy\v{c}islitelʹnoj matematiki},
     pages = {43--60},
     publisher = {mathdoc},
     volume = {10},
     number = {1},
     year = {2007},
     language = {ru},
     url = {http://geodesic.mathdoc.fr/item/SJVM_2007_10_1_a2/}
}
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N. M. Borisova. On modeling of hydraulic bore propagation at incline bank. Sibirskij žurnal vyčislitelʹnoj matematiki, Tome 10 (2007) no. 1, pp. 43-60. http://geodesic.mathdoc.fr/item/SJVM_2007_10_1_a2/