-
1
-
-
0026108824
-
"Computation of two-dimensional dam-break-induced flows"
-
AWREDI0309-170810.1016/0309-1708(91)90028-M
-
Bellos, C. V., Soulis, J. V., and Sakkas, J. G. (1991). "Computation of two-dimensional dam-break-induced flows." Adv. Water Resour. AWREDI0309-170810.1016/0309-1708(91)90028-M, 14(1), 31-41.
-
(1991)
Adv. Water Resour.
, vol.14
, Issue.1
, pp. 31-41
-
-
Bellos, C.V.1
Soulis, J.V.2
Sakkas, J.G.3
-
2
-
-
0036501603
-
"Finite-volume model for shallow-water flooding of arbitrary topography"
-
JHEND80733-942910.1061/(ASCE)0733-9429(2002)128:3(289)
-
Bradford, S. F., and Sanders, B. F. (2002). "Finite-volume model for shallow-water flooding of arbitrary topography." J. Hydraul. Eng.JHEND80733-942910.1061/(ASCE)0733-9429(2002)128:3(289), 128(3), 289-298.
-
(2002)
J. Hydraul. Eng.
, vol.128
, Issue.3
, pp. 289-298
-
-
Bradford, S.F.1
Sanders, B.F.2
-
3
-
-
22144432846
-
"The Qiantang bore"
-
Dai, Z., and Zhou, C. (1987). "The Qiantang bore." Int. J. Sediment Res., (1), 125-133.
-
(1987)
Int. J. Sediment Res.
, Issue.1
, pp. 125-133
-
-
Dai, Z.1
Zhou, C.2
-
4
-
-
0037473248
-
"A Godunov method for the computation of erosional shallow water transients"
-
IJNFDW0271-2091
-
Fraccarollo, L., Capart, H., and Zech, Y. (2003). "A Godunov method for the computation of erosional shallow water transients." Int. J. Numer. Methods Fluids IJNFDW0271-2091, 41, 951-976.
-
(2003)
Int. J. Numer. Methods Fluids
, vol.41
, pp. 951-976
-
-
Fraccarollo, L.1
Capart, H.2
Zech, Y.3
-
5
-
-
0034327008
-
"Godunov-type solution of curvilinear shallow-water equations"
-
JHEND80733-942910.1061/(ASCE)0733-9429(2000)126:11(827)
-
Fujihara, M., and Borhtwick, A. G. L. (2000). "Godunov-type solution of curvilinear shallow-water equations." J. Hydraul. Eng.JHEND80733-942910.1061/(ASCE)0733-9429(2000)126:11(827), 126(11), 827-836.
-
(2000)
J. Hydraul. Eng.
, vol.126
, Issue.11
, pp. 827-836
-
-
Fujihara, M.1
Borhtwick, A.G.L.2
-
6
-
-
0023697804
-
"Approximate Riemann solutions of the shallow water equations"
-
JHYRAF0022-1686
-
Glaister, P. (1988). "Approximate Riemann solutions of the shallow water equations." J. Hydraul. Res.JHYRAF0022-1686, 26, 293-306.
-
(1988)
J. Hydraul. Res.
, vol.26
, pp. 293-306
-
-
Glaister, P.1
-
7
-
-
0032215868
-
"A bore-capturing finite volume method for open-channel flows"
-
IJNFDW0271-2091
-
Hu, K., Mingham, C. G., and Causon, D. M. (1998). "A bore-capturing finite volume method for open-channel flows." Int. J. Numer. Methods Fluids IJNFDW0271-2091, 28, 1241-1261.
-
(1998)
Int. J. Numer. Methods Fluids
, vol.28
, pp. 1241-1261
-
-
Hu, K.1
Mingham, C.G.2
Causon, D.M.3
-
8
-
-
0034332772
-
"Numerical simulation of wave overtopping of coastal structures using the nonlinear shallow water equations"
-
COENDE0378-383910.1016/S0378-3839(00)00040-5
-
Hu, K., Mingham, C. G., and Causon, D. M. (2000). "Numerical simulation of wave overtopping of coastal structures using the nonlinear shallow water equations." Coastal Eng.COENDE0378-383910.1016/ S0378-3839(00)00040-5, 41, 433-465.
-
(2000)
Coastal Eng.
, vol.41
, pp. 433-465
-
-
Hu, K.1
Mingham, C.G.2
Causon, D.M.3
-
9
-
-
0036983070
-
"Computation of the shallow water equations using the unified coordinates"
-
SJOCE31064-827510.1137/S1064827500367415
-
Hui, W. H., and Koudriakov, S. (2002). "Computation of the shallow water equations using the unified coordinates." SIAM J. Sci. Comput. (USA)SJOCE31064-827510.1137/S1064827500367415, 23, 1615-1654.
-
(2002)
SIAM J. Sci. Comput. (USA)
, vol.23
, pp. 1615-1654
-
-
Hui, W.H.1
Koudriakov, S.2
-
10
-
-
33751071935
-
"Water level-bottom topography formulation for the shallow-water flow with application to the tidal bores on the Qiantang River"
-
ZZZZZZ0918-6654
-
Hui, W. H., and Pan, C. H. (2003). "Water level-bottom topography formulation for the shallow-water flow with application to the tidal bores on the Qiantang River." Comput. Fluid Dyn. J. ZZZZZZ0918-6654, 12(3), 549-554.
-
(2003)
Comput. Fluid Dyn. J.
, vol.12
, Issue.3
, pp. 549-554
-
-
Hui, W.H.1
Pan, C.H.2
-
11
-
-
17644415381
-
"Deformation process of tidal waves in Qiantang Estuary"
-
ZZZZZZ1001-6058
-
Lin, B. Y., Huang, S. C., Mao, X. Z., and Pan, C. H. (2002). "Deformation process of tidal waves in Qiantang Estuary." J. Hydrodynam. ZZZZZZ1001-6058, 17(60), 665-675.
-
(2002)
J. Hydrodynam.
, vol.17
, Issue.60
, pp. 665-675
-
-
Lin, B.Y.1
Huang, S.C.2
Mao, X.Z.3
Pan, C.H.4
-
12
-
-
0019361296
-
"Computational aspects of the random choice method for shallow water equations"
-
JCTPAH0021-9991
-
Marshall, E., and Mendez, R. (1981). "Computational aspects of the random choice method for shallow water equations." J. Comput. Phys. JCTPAH0021-9991, 39, 1-21.
-
(1981)
J. Comput. Phys.
, vol.39
, pp. 1-21
-
-
Marshall, E.1
Mendez, R.2
-
13
-
-
84866458506
-
"Simulation of free surface flow near engineering structures using MAC-method"
-
Wuxi, China
-
Pan, C. H., Xu, X. Z., and Lin, B. Y. (1994). "Simulation of free surface flow near engineering structures using MAC-method." Proc., Int. Conf. on Hydrodynamics, Editorial Board of Journal of Hydrodynamics, Wuxi, China, 479-484.
-
(1994)
Proc., Int. Conf. on Hydrodynamics, Editorial Board of Journal of Hydrodynamics
, pp. 479-484
-
-
Pan, C.H.1
Xu, X.Z.2
Lin, B.Y.3
-
14
-
-
0001518684
-
"On the construction and comparison of difference schemes"
-
Strang, G. (1968). "On the construction and comparison of difference schemes." SIAM. Numer. Anal., 5, 506-517.
-
(1968)
SIAM. Numer. Anal.
, vol.5
, pp. 506-517
-
-
Strang, G.1
-
15
-
-
0035972919
-
"Numerical simulation of tidal bore in Hangzhou Gulf and Qiantangjiang"
-
IJNFDW0271-2091
-
Su, M. D., Xu, X., Zhu, J. L., and Hon, Y. C. (2001). "Numerical simulation of tidal bore in Hangzhou Gulf and Qiantangjiang." Int. J. Numer. Methods FluidsIJNFDW0271-2091, 36, 205-247.
-
(2001)
Int. J. Numer. Methods Fluids
, vol.36
, pp. 205-247
-
-
Su, M.D.1
Xu, X.2
Zhu, J.L.3
Hon, Y.C.4
-
16
-
-
17644419682
-
"Two-Dimensional numerical modeling of bores in the Qiangtang Estuary"
-
AWREDI0309-1708
-
Tan, W. Y., (1995). "Two-Dimensional numerical modeling of bores in the Qiangtang Estuary." Adv. Water Resour.AWREDI0309-1708, 6(2), 83-93.
-
(1995)
Adv. Water Resour.
, vol.6
, Issue.2
, pp. 83-93
-
-
Tan, W.Y.1
-
17
-
-
0002203252
-
"Riemann problems and the WAF method for solving the 2D shallow water equations"
-
PTRMAD0962-8428
-
Toro, E. F. (1992). "Riemann problems and the WAF method for solving the 2D shallow water equations." Philos. Trans. R. Soc. London, Ser. A PTRMAD0962-8428, 338, 43-68.
-
(1992)
Philos. Trans. R. Soc. London, Ser. A
, vol.338
, pp. 43-68
-
-
Toro, E.F.1
-
19
-
-
0035241786
-
"Channel routing in open-channel flows with surges"
-
JHEND80733-942910.1061/(ASCE)0733-9429(2001)127:2(115)
-
Tseng, M. H., Hsu, C. A., and Chu, C. R. (2001). "Channel routing in open-channel flows with surges." J. Hydraul. Eng. JHEND80733-942910.1061/(ASCE)0733-9429(2001)127:2(115), 127(2), 115-122.
-
(2001)
J. Hydraul. Eng.
, vol.127
, Issue.2
, pp. 115-122
-
-
Tseng, M.H.1
Hsu, C.A.2
Chu, C.R.3
-
20
-
-
0002766446
-
"Computations of free surface flows. II: Two-dimensional unsteady bore diffraction"
-
JHYRAF0022-1686
-
Yang, J. Y., and Hsu, C. A. (1993). "Computations of free surface flows. II: Two-dimensional unsteady bore diffraction." J. Hydraul. Res. JHYRAF0022-1686, 31, 403-414.
-
(1993)
J. Hydraul. Res.
, vol.31
, pp. 403-414
-
-
Yang, J.Y.1
Hsu, C.A.2
-
21
-
-
17644410786
-
"1D Mathematical model of the tidal bore on the Qiantang River"
-
Zhao, X. (1985). "1D Mathematical model of the tidal bore on the Qiantang River." Chin. J. Hydraulic Eng., 16(1), 50-54.
-
(1985)
Chin. J. Hydraulic Eng.
, vol.16
, Issue.1
, pp. 50-54
-
-
Zhao, X.1
-
22
-
-
0002690008
-
"The surface gradient method for the treatment of source terms in the shallow-water equations"
-
JCTPAH0021-999110.1006/jcph.2000.6670
-
Zhou, J. G., Causon, D. M., Mingham, C. G., and Ingram, D. M. (2001). "The surface gradient method for the treatment of source terms in the shallow-water equations." J. Comput. Phys.JCTPAH0021-999110.1006/jcph.2000.6670, 168, 1-25.
-
(2001)
J. Comput. Phys.
, vol.168
, pp. 1-25
-
-
Zhou, J.G.1
Causon, D.M.2
Mingham, C.G.3
Ingram, D.M.4
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