-
1
-
-
0032123412
-
2D multilevel model for flood wave propagation in flood-affected areas
-
DOI 10.1061/(ASCE)0733-9496(1998)124:4(210)
-
Aronica, G., T. Tucciarelli, and, C. Nasello, (1998), 2D Multilevel model for flood wave propagation in flood-affected areas, J. Water Resour. Plan. Manage., 124, 210-217, doi: 10.1061/(ASCE)0733-9496(1998)124:4(210). (Pubitemid 28466146)
-
(1998)
Journal of Water Resources Planning and Management
, vol.124
, Issue.4
, pp. 210-217
-
-
Aronica, G.1
Tucciarelli, T.2
Nasello, C.3
-
2
-
-
78549250007
-
A simple inertial formulation of the shallow water equations for efficient two-dimensional flood inundation modelling
-
doi: 10.1016/j.jhydrol.2010.03.027.
-
Bates, P. D., M. S. Horritt, and, T. J. Fewtrell, (2010), A simple inertial formulation of the shallow water equations for efficient two-dimensional flood inundation modelling, J. Hydrol., 387, 33-45, doi: 10.1016/j.jhydrol.2010.03.027.
-
(2010)
J. Hydrol.
, vol.387
, pp. 33-45
-
-
Bates, P.D.1
Horritt, M.S.2
Fewtrell, T.J.3
-
3
-
-
0034633240
-
A simple raster-based model for flood inundation simulation
-
doi: 10.1016/S0022-1694(00)00278-X.
-
Bates, P. D., and, A. P. J. De Roo, (2000), A simple raster-based model for flood inundation simulation, J. Hydrol., 236, 54-77, doi: 10.1016/S0022-1694(00)00278-X.
-
(2000)
J. Hydrol.
, vol.236
, pp. 54-77
-
-
Bates, P.D.1
De Roo, A.P.J.2
-
4
-
-
0031106399
-
Accurate diffusive wave routing
-
Cappelaere, B., (1997), Accurate diffusive wave routing, J. Hydraul. Eng., 123 (3), 174-181.
-
(1997)
J. Hydraul. Eng.
, vol.123
, Issue.3
, pp. 174-181
-
-
Cappelaere, B.1
-
5
-
-
84861388543
-
Improving the stability of a simple formulation of the shallow water equations for 2D flood modelling
-
doi: 10.1029/2011WR011570.
-
de Almeida, G. A. M., P. D. Bates, J. Freer, and, M. Souvignet, (2012), Improving the stability of a simple formulation of the shallow water equations for 2D flood modelling, Water Resour. Res., 48, doi: 10.1029/2011WR011570.
-
(2012)
Water Resour. Res.
, vol.48
-
-
De Almeida, G.A.M.1
Bates, P.D.2
Freer, J.3
Souvignet, M.4
-
6
-
-
33745026939
-
Flood wave modification along prismatic channels
-
Di Silvio, G., (1969), Flood wave modification along prismatic channels, J. Hydraul. Div., 95, 1589-1614.
-
(1969)
J. Hydraul. Div.
, vol.95
, pp. 1589-1614
-
-
Di Silvio, G.1
-
7
-
-
0023528625
-
Applicability of diffusion analogy in flood routing
-
Dooge, J. C. I., and, J. J. Napiorkowski, (1987), Applicability of diffusion analogy in flood routing, Acta Geophys. Pol., 35 (1), 65-75.
-
(1987)
Acta Geophys. Pol.
, vol.35
, Issue.1
, pp. 65-75
-
-
Dooge, J.C.I.1
Napiorkowski, J.J.2
-
8
-
-
84876162916
-
Hydraulic model evaluation for large-scale flood risk assessments
-
doi: 10.1002/hyp.9553.
-
Falter, D., S. Vorogushyn, J. Lhomme, H. Apel, B. Gouldby, and, B. Merz, (2012), Hydraulic model evaluation for large-scale flood risk assessments, Hydrol. Processes, 27, 1331-1340, doi: 10.1002/hyp.9553.
-
(2012)
Hydrol. Processes
, vol.27
, pp. 1331-1340
-
-
Falter, D.1
Vorogushyn, S.2
Lhomme, J.3
Apel, H.4
Gouldby, B.5
Merz, B.6
-
9
-
-
0022014277
-
Analysis of river wave types
-
doi: 10.1029/WR021i002p00209.
-
Ferrick, M. G., (1985), Analysis of river wave types, Water Resour. Res., 21 (2), 209-220, doi: 10.1029/WR021i002p00209.
-
(1985)
Water Resour. Res.
, vol.21
, Issue.2
, pp. 209-220
-
-
Ferrick, M.G.1
-
10
-
-
0021639820
-
Modeling rapidly varied flow in tailwaters
-
doi: 10.1029/WR020i002p00271.
-
Ferrick, M. G., J. Bilmes, and, S. E. Long, (1984), Modeling rapidly varied flow in tailwaters, Water Resour. Res., 20 (2), 271-289, doi: 10.1029/WR020i002p00271.
-
(1984)
Water Resour. Res.
, vol.20
, Issue.2
, pp. 271-289
-
-
Ferrick, M.G.1
Bilmes, J.2
Long, S.E.3
-
11
-
-
0023702357
-
On the diffusion wave model for overland flow: 1. Solution for steep slopes
-
Govindaraju, R. S., S. E. Jones, and, M. L. Kavvas, (1988a), On the diffusion wave model for overland flow: 1. Solution for steep slopes, Water Resour. Res., 24 (5), 734-744.
-
(1988)
Water Resour. Res.
, vol.24
, Issue.5
, pp. 734-744
-
-
Govindaraju, R.S.1
Jones, S.E.2
Kavvas, M.L.3
-
12
-
-
0024249519
-
On the diffusion wave model for overland flow: 2. Steady state analysis
-
Govindaraju, R. S., S. E. Jones, and, M. L. Kavvas, (1988b), On the diffusion wave model for overland flow: 2. Steady state analysis, Water Resour. Res., 24 (5), 745-754.
-
(1988)
Water Resour. Res.
, vol.24
, Issue.5
, pp. 745-754
-
-
Govindaraju, R.S.1
Jones, S.E.2
Kavvas, M.L.3
-
13
-
-
0001422669
-
Approximate analytical solutions for overland flows
-
Govindaraju, R. S., M. L. Kavvas, and, S. E. Jones, (1990), Approximate analytical solutions for overland flows, Water Resour. Res., 26 (12), 2903-2912.
-
(1990)
Water Resour. Res.
, vol.26
, Issue.12
, pp. 2903-2912
-
-
Govindaraju, R.S.1
Kavvas, M.L.2
Jones, S.E.3
-
15
-
-
0022533427
-
A diffusion hydrodynamic model (DHM)
-
Hromadka, T. V., and, C. C. Yen, (1986), A diffusion hydrodynamic model (DHM), Adv. Water Resour., 9, 118-121.
-
(1986)
Adv. Water Resour.
, vol.9
, pp. 118-121
-
-
Hromadka, T.V.1
Yen, C.C.2
-
16
-
-
23444433037
-
An adaptive time step solution for raster-based storage cell modelling of floodplain inundation
-
DOI 10.1016/j.advwatres.2005.03.007, PII S0309170805000850
-
Hunter, N. M., M. S. Horritt, P. D. Bates, M. D. Wilson, and, M. G. F. Werner, (2005), An adaptive time step solution for raster-based storage cell modelling of floodplain inundation, Adv. Water Res., 28, 975-991, doi: 10.1016/j.advwatres.2005.03.007. (Pubitemid 41110302)
-
(2005)
Advances in Water Resources
, vol.28
, Issue.9
, pp. 975-991
-
-
Hunter, N.M.1
Horritt, M.S.2
Bates, P.D.3
Wilson, M.D.4
Werner, M.G.F.5
-
17
-
-
33644905907
-
Improved simulation of flood flows using storage cell models
-
DOI 10.1680/wama.2006.159.1.9
-
Hunter, N. M., P. D. Bates, M. S. Horritt, and, M. D. Wilson, (2006), Improved simulation of flood flows using storage cell models, Proc. Inst. Civil Eng. Water Manage., 159 (1), 9-18. (Pubitemid 43385203)
-
(2006)
Proceedings of the Institution of Civil Engineers: Water Management
, vol.159
, Issue.1
, pp. 9-18
-
-
Hunter, N.M.1
Bates, P.D.2
Horritt, M.S.3
Wilson, M.D.4
-
18
-
-
39549118358
-
Benchmarking 2D hydraulic models for urban flooding
-
DOI 10.1680/wama.2008.161.1.13
-
Hunter, N. M., et al. (2008), Benchmarking 2D hydraulic models for urban flooding, Water Manage., 161, 13-30, doi: 10.1680/wama.2008.161.1.13. (Pubitemid 351276915)
-
(2008)
Proceedings of the Institution of Civil Engineers: Water Management
, vol.161
, Issue.1
, pp. 13-30
-
-
Hunter, N.M.1
Bates, P.D.2
Neelz, S.3
Pender, G.4
Villanueva, I.5
Wright, N.G.6
Liang, D.7
Falconer, R.A.8
Lin, B.9
Waller, S.10
Crossley, A.J.11
Mason, D.C.12
-
19
-
-
0030075197
-
Flood propagation models for real-time forecasting
-
Lamberti, P., and, S. Pilati, (1996), Flood propagation models for real-time forecasting, J. Hydrol., 175, 239-265.
-
(1996)
J. Hydrol.
, vol.175
, pp. 239-265
-
-
Lamberti, P.1
Pilati, S.2
-
21
-
-
0000090588
-
On kinematic waves. I. Flood movement in long rivers
-
doi: 10.1098/rspa.1955.0088.
-
Lighthill, M. J., and, G. B. Whitham, (1955), On kinematic waves. I. Flood movement in long rivers, Proc. R. Soc. London, Ser. A, 229, 281-316, doi: 10.1098/rspa.1955.0088.
-
(1955)
Proc. R. Soc. London, Ser. A
, vol.229
, pp. 281-316
-
-
Lighthill, M.J.1
Whitham, G.B.2
-
22
-
-
0003402262
-
-
PhD thesis, Dep. of Math., Univ. of Reading, Reading, U. K
-
MacDonald, I., (1996), Analysis and computation of steady open channel flow, PhD thesis, Dep. of Math., Univ. of Reading, Reading, U. K.
-
(1996)
Analysis and Computation of Steady Open Channel Flow
-
-
Macdonald, I.1
-
23
-
-
0031279766
-
Analytical solutions for open-channel flows
-
MacDonald, I., M. J. Baines, N. K. Nichols, and, P.G. Samuels, (1997), Analytical solutions for open-channel flows, ASCE J. Hydraul. Eng., 123 (11), 1041-1045.
-
(1997)
ASCE J. Hydraul. Eng.
, vol.123
, Issue.11
, pp. 1041-1045
-
-
Macdonald, I.1
Baines, M.J.2
Nichols, N.K.3
Samuels, P.G.4
-
24
-
-
54249154201
-
Accuracy of kinematic wave and diffusion wave approximations for flood routing. I: Steady analysis
-
Moramarco, T., C. Pandolfo, and, V. P. Singh, (2008), Accuracy of kinematic wave and diffusion wave approximations for flood routing. I: Steady analysis, ASCE J. Hydrol. Eng., 13 (11), 1089-1096.
-
(2008)
ASCE J. Hydrol. Eng.
, vol.13
, Issue.11
, pp. 1089-1096
-
-
Moramarco, T.1
Pandolfo, C.2
Singh, V.P.3
-
25
-
-
0019227507
-
Unsteady one-dimensional flow over a plane: Partial equilibrium and recession hydrographs
-
Morris, E. M., and, D. A. Woollhiser, (1980), Unsteady one-dimensional flow over a plane: Partial equilibrium and recession hydrographs, Water Resour. Res., 16 (2), 355-360.
-
(1980)
Water Resour. Res.
, vol.16
, Issue.2
, pp. 355-360
-
-
Morris, E.M.1
Woollhiser, D.A.2
-
26
-
-
84861397993
-
How much physical complexity is needed to model flood inundation
-
doi: 10.1002/hyp.8339.
-
Neal, J., I. Villanueva, N. Wright, T. Willis, T. Fewtrell, and, P. Bates, (2012), How much physical complexity is needed to model flood inundation, Hydrol. Process., 26, 2264-2282, doi: 10.1002/hyp.8339.
-
(2012)
Hydrol. Process.
, vol.26
, pp. 2264-2282
-
-
Neal, J.1
Villanueva, I.2
Wright, N.3
Willis, T.4
Fewtrell, T.5
Bates, P.6
-
27
-
-
0025137357
-
Asymptotic expansion for steady state overland flow
-
DOI 10.1029/89WR03333, Reportnr 89WRO3333
-
Parlange, J.-Y., W. Hogarth, G. Sander, C. Rose, R. Haverkamp, A. Surin, and, W. Brutsaert, (1990), Asymptotic expansion for steady state overland flow, Water Resour. Res., 26 (4), 579-583. (Pubitemid 247182)
-
(1990)
Water resources research
, vol.26
, Issue.4
, pp. 579-583
-
-
Parlange, J.Y.1
Hogarth, W.2
Sander, G.3
Rose, C.4
Haverkamp, R.5
-
28
-
-
84860901104
-
Analytical model of surface flow on hillslopes based on the zero inertia equations
-
doi: 10.1061/(ASCE)HY.1943-7900.0000519.
-
Philipp, A., R. Liedl, and, T. Wöhling, (2012), Analytical model of surface flow on hillslopes based on the zero inertia equations, J. Hydraul. Eng., 138 (5), 391-399, doi: 10.1061/(ASCE)HY.1943-7900.0000519.
-
(2012)
J. Hydraul. Eng.
, vol.138
, Issue.5
, pp. 391-399
-
-
Philipp, A.1
Liedl, R.2
Wöhling, T.3
-
29
-
-
0017442197
-
Shallow wave propagation in open channel flow
-
Ponce, V. M., and, D. B. Simons, (1977), Shallow wave propagation in open channel flow, J. Hydraul. Div., 103 (HY12), 1461-1476.
-
(1977)
J. Hydraul. Div.
, vol.103
, Issue.HY12
, pp. 1461-1476
-
-
Ponce, V.M.1
Simons, D.B.2
-
30
-
-
0017820814
-
Applicability of kinematic and diffusion models
-
Ponce, V. M., R.-M. Li, and, D. B. Simons, (1978), Applicability of kinematic and diffusion models, J. Hydraul. Div., 104 (HY3), 353-360.
-
(1978)
J. Hydraul. Div.
, vol.104
, Issue.HY3
, pp. 353-360
-
-
Ponce, V.M.1
Li, R.-M.2
Simons, D.B.3
-
31
-
-
0022924645
-
Diffusion wave modeling of catchment dynamics
-
Ponce, V. M., (1986), Diffusion wave modelling of catchment dynamics, J Hydraul. Eng., 112 (8), 716-727. (Pubitemid 206771)
-
(1986)
J. HYDRAUL. ENGNG. (ASCE)
, vol.112
, Issue.8
, pp. 716-727
-
-
Ponce, V.M.1
-
32
-
-
2942757053
-
Approximate Riemann solvers, parameter vectors, and difference schemes
-
Roe, P. L., (1981), Approximate Riemann solvers, parameter vectors, and difference schemes. J. Comput. Phys., 43, 357-372.
-
(1981)
J. Comput. Phys.
, vol.43
, pp. 357-372
-
-
Roe, P.L.1
-
33
-
-
0030266470
-
Errors of kinematic-wave and diffusion-wave approximations for steady- state overland flows
-
DOI 10.1016/0341-8162(96)00021-5
-
Singh, V. P., and, V. Aravamuthan, (1996), Errors of kinematic-wave and diffusion-wave approximations for steady-state overland flows, Catena, 27 (3-4), 209-227. (Pubitemid 27005176)
-
(1996)
Catena
, vol.27
, Issue.3-4
, pp. 209-227
-
-
Singh, V.P.1
Aravamuthan, V.2
-
35
-
-
0041821604
-
Applicability of kinematic, noninertia, and quasi-steady dynamic wave models to unsteady flow routing
-
DOI 10.1061/(ASCE)0733-9429(2003)129:8(613)
-
Tsai, C. W., (2003), Applicability of kinematic, noninertia, and quasi-steady dynamic wave models to unsteady flow routing, J. Hydrual. Eng., 129 (8), 613-627. (Pubitemid 37036287)
-
(2003)
Journal of Hydraulic Engineering
, vol.129
, Issue.8
, pp. 613-627
-
-
Tsai, C.W.1
-
36
-
-
1642447159
-
Shallow water wave propagation in convectively accelerating open-channel flow induced by the tailwater effect
-
DOI 10.1061/(ASCE)0733-9399(2004)130:3(320)
-
Tsai, C. W., and, B. C. Yen, (2004), Shallow water propagation in convectively accelerating open-channel flow induced by tailwater effect, J. Eng. Mech., 130 (3), 320-336. (Pubitemid 38403540)
-
(2004)
Journal of Engineering Mechanics
, vol.130
, Issue.3
, pp. 320-336
-
-
Tsai, C.W.1
Yen, B.C.2
-
37
-
-
0021057847
-
Conditions governing the use of approximations for the Saint-Venant equations for shallow surface water flow
-
Vieira, J. H. D., (1983), Conditions governing the use of approximations for the Saint-Venant equations for shallow surface water flow, J. Hydrol., 60, 43-58.
-
(1983)
J. Hydrol.
, vol.60
, pp. 43-58
-
-
Vieira, J.H.D.1
-
38
-
-
33644919449
-
Linking Riemann and storage cell models for flood prediction
-
DOI 10.1680/wama.2006.159.1.27
-
Villanueva, I., and, N. G. Wright, (2006), Linking Riemann and storage cell models for flood prediction, Proc. Inst. Civil Eng. Water Manage., 159, 27-33. (Pubitemid 43385205)
-
(2006)
Proceedings of the Institution of Civil Engineers: Water Management
, vol.159
, Issue.1
, pp. 27-33
-
-
Villanueva, I.1
Wright, N.G.2
-
39
-
-
84887431105
-
Unsteady, one-dimensional flow over a plane - The rising hydrograph
-
doi: 10.1029/WR003i003p00753.
-
Woolhiser, D. A., and, J. A. Liggett, (1967), Unsteady, one-dimensional flow over a plane-The rising hydrograph, Water Resour. Res., 3 (3), 753-771, doi: 10.1029/WR003i003p00753.
-
(1967)
Water Resour. Res.
, vol.3
, Issue.3
, pp. 753-771
-
-
Woolhiser, D.A.1
Liggett, J.A.2
-
40
-
-
0008124023
-
Impact of coefficients in momentum equation on selection of inertial models
-
Xia, R., (1995), Impact of coefficients in momentum equation on selection of inertial models, J. Hydraul. Res., 32 (4), 615-621.
-
(1995)
J. Hydraul. Res.
, vol.32
, Issue.4
, pp. 615-621
-
-
Xia, R.1
|