-
1
-
-
68549128670
-
Modelling flash flood propagation in urban areas using a two-dimensional numerical model
-
Abderrezzak K.E., Paquier A., Mignot E. Modelling flash flood propagation in urban areas using a two-dimensional numerical model. Nat Hazards 2009, 50:433-460. 10.1007/s11069-008-9300-0.
-
(2009)
Nat Hazards
, vol.50
, pp. 433-460
-
-
Abderrezzak, K.E.1
Paquier, A.2
Mignot, E.3
-
2
-
-
80053343521
-
MAST-2D diffusive model for flood prediction on domains with triangular Delaunay unstructured meshes
-
Aricó C., Sinagra M., Begnudelli L., Tucciarelli T. MAST-2D diffusive model for flood prediction on domains with triangular Delaunay unstructured meshes. Adv. Water Resour. 2011, 34:1427-1449. 10.1016/j.advwatres.2011.08.002.
-
(2011)
Adv. Water Resour.
, vol.34
, pp. 1427-1449
-
-
Aricó, C.1
Sinagra, M.2
Begnudelli, L.3
Tucciarelli, T.4
-
3
-
-
0027561554
-
A high resolution Godunov-type scheme in finite volumes for the 2D shallow-water equations
-
Alcrudo F., Garcia-Navarro P. A high resolution Godunov-type scheme in finite volumes for the 2D shallow-water equations. Int J Numer Methods Fluids 1993, 16(6):489-505. 10.1002/fld.1650160604.
-
(1993)
Int J Numer Methods Fluids
, vol.16
, Issue.6
, pp. 489-505
-
-
Alcrudo, F.1
Garcia-Navarro, P.2
-
4
-
-
0036149118
-
A discontinuous Galerkin method for two-dimensional flow and transport in shallow water
-
Aizinger V., Dawson C. A discontinuous Galerkin method for two-dimensional flow and transport in shallow water. Adv. Water Resour. 2002, 25(1):67-84. 10.1016/S0309-1708(01)00019-7.
-
(2002)
Adv. Water Resour.
, vol.25
, Issue.1
, pp. 67-84
-
-
Aizinger, V.1
Dawson, C.2
-
5
-
-
33747059602
-
Reach scale floodplain inundation dynamics observed using airborne synthetic aperture radar imagery: data analysis and modeling
-
Bates P.D., Wilson M.D., Horritt M.S., Mason D., Holden N., Currie A. Reach scale floodplain inundation dynamics observed using airborne synthetic aperture radar imagery: data analysis and modeling. J Hydrol 2006, 328:306-318. 10.1016/j.jhydrol.2005.12.028.
-
(2006)
J Hydrol
, vol.328
, pp. 306-318
-
-
Bates, P.D.1
Wilson, M.D.2
Horritt, M.S.3
Mason, D.4
Holden, N.5
Currie, A.6
-
6
-
-
84864320846
-
Integrating remote sensing data with flood inundation models: how far have we got?
-
Bates P.D. Integrating remote sensing data with flood inundation models: how far have we got?. Hydrol Process 2012, 26:2515-2521. 10.1002/hyp.9374.
-
(2012)
Hydrol Process
, vol.26
, pp. 2515-2521
-
-
Bates, P.D.1
-
7
-
-
33745040086
-
Unstructured grid finite-volume algorithm for shallow-water flow and scalar transport with wetting and drying
-
Begnudelli L., Sanders B.F. Unstructured grid finite-volume algorithm for shallow-water flow and scalar transport with wetting and drying. J Hydraul Eng 2006, 132(4):371-384. 10.1061/(ASCE)0733-9429(2006)132:4(371).
-
(2006)
J Hydraul Eng
, vol.132
, Issue.4
, pp. 371-384
-
-
Begnudelli, L.1
Sanders, B.F.2
-
8
-
-
33847183862
-
Conservative wetting and drying methodology for quadrilateral grid finite-volume models
-
Begnudelli L., Sanders B.F. Conservative wetting and drying methodology for quadrilateral grid finite-volume models. J Hydraul Eng 2007, 133(3):312-322. 10.1061/(ASCE)0733-9429(2007)133:3(312).
-
(2007)
J Hydraul Eng
, vol.133
, Issue.3
, pp. 312-322
-
-
Begnudelli, L.1
Sanders, B.F.2
-
9
-
-
35448947161
-
Simulation of the St. Francis dam-break flood
-
Begnudelli L., Sanders B.F. Simulation of the St. Francis dam-break flood. J Eng Mech 2007, 133(11):1200-1212. 10.1061/(ASCE)0733-9399(2007)133:11(1200).
-
(2007)
J Eng Mech
, vol.133
, Issue.11
, pp. 1200-1212
-
-
Begnudelli, L.1
Sanders, B.F.2
-
10
-
-
44049096332
-
An adaptive Godunov-based model for flood simulation
-
Begnudelli L., Sanders B.F., Bradford S.F. An adaptive Godunov-based model for flood simulation. J Hydraul Eng 2008, 134(6):714-725. 10.1061/(ASCE)0733-9429(2008)134:6(714).
-
(2008)
J Hydraul Eng
, vol.134
, Issue.6
, pp. 714-725
-
-
Begnudelli, L.1
Sanders, B.F.2
Bradford, S.F.3
-
11
-
-
84870198145
-
Topographic accuracy assessment of bare earth lidar-derived unstructured meshes
-
Bilskie M.V., Hagen S.C. Topographic accuracy assessment of bare earth lidar-derived unstructured meshes. Adv Water Resour 2013, 52:165-177. 10.1016/j.advwatres.2012.09.003.
-
(2013)
Adv Water Resour
, vol.52
, pp. 165-177
-
-
Bilskie, M.V.1
Hagen, S.C.2
-
12
-
-
84859930303
-
Integration of 1D and 2D finite volume schemes for computations of water flow in natural channels
-
Bladé E., Gómez-Valentín M., Dolz J., Aragón-Hernández J.L., Corestein G., Sánchez-Juny M. Integration of 1D and 2D finite volume schemes for computations of water flow in natural channels. Adv Water Resour 2012, 42:17-29. 10.1016/j.advwatres.2012.03.021.
-
(2012)
Adv Water Resour
, vol.42
, pp. 17-29
-
-
Bladé, E.1
Gómez-Valentín, M.2
Dolz, J.3
Aragón-Hernández, J.L.4
Corestein, G.5
Sánchez-Juny, M.6
-
13
-
-
0036501603
-
Finite-volume model for shallow-water flooding of arbitrary topography
-
Bradford S.F., Sanders B.F. Finite-volume model for shallow-water flooding of arbitrary topography. J Hydraul Eng 2002, 128(3):289-298. 10.1061/(ASCE)0733-9429(2002)128:3(289).
-
(2002)
J Hydraul Eng
, vol.128
, Issue.3
, pp. 289-298
-
-
Bradford, S.F.1
Sanders, B.F.2
-
14
-
-
26444463477
-
Performance of high-resolution, non-level bed, shallow-water models
-
Bradford S.F., Sanders B.F. Performance of high-resolution, non-level bed, shallow-water models. J Eng Mech 2005, 131(10):1073-1081. 10.1061/(ASCE)0733-9399(2005)131:10(1073).
-
(2005)
J Eng Mech
, vol.131
, Issue.10
, pp. 1073-1081
-
-
Bradford, S.F.1
Sanders, B.F.2
-
15
-
-
0034657146
-
Two-dimensional dam break flow simulation
-
Brufau P., García-Navarro P. Two-dimensional dam break flow simulation. Int J Numer Methods Fluids 2000, 33:35-57. 10.1002/(SICI)1097-0363(20000515)33:1<35::AID-FLD999>3.0.CO;2-D.
-
(2000)
Int J Numer Methods Fluids
, vol.33
, pp. 35-57
-
-
Brufau, P.1
García-Navarro, P.2
-
16
-
-
3843115771
-
Zero mass error using unsteady wetting-drying conditions in shallow flows over dry irregular topgoraphy
-
Brufau P., García-Navarro P., Vázquez-Cendón Zero mass error using unsteady wetting-drying conditions in shallow flows over dry irregular topgoraphy. Int J Numer Methods Fluids 2004, 45:1047-1082. 10.1002/fld.729.
-
(2004)
Int J Numer Methods Fluids
, vol.45
, pp. 1047-1082
-
-
Brufau, P.1
García-Navarro, P.2
Vázquez-Cendón, M.E.3
-
17
-
-
0343527338
-
Calculation of shallow water flows using a Cartesian cut cell approach
-
Causon D.M., Ingram D.M., Mingham C.G., Yang G., Pearson R.V. Calculation of shallow water flows using a Cartesian cut cell approach. Adv Water Resour 2000, 23(5):545-562. 10.1016/S0309-1708(99)00036-6.
-
(2000)
Adv Water Resour
, vol.23
, Issue.5
, pp. 545-562
-
-
Causon, D.M.1
Ingram, D.M.2
Mingham, C.G.3
Yang, G.4
Pearson, R.V.5
-
18
-
-
0035425744
-
A Cartesian cut cell method for shallow water flows with moving boundaries
-
Causon D.M., Ingram D.M., Mingham C.G. A Cartesian cut cell method for shallow water flows with moving boundaries. Adv Water Resour 2001, 24(8):899-911. 10.1016/S0309-1708(01)00010-0.
-
(2001)
Adv Water Resour
, vol.24
, Issue.8
, pp. 899-911
-
-
Causon, D.M.1
Ingram, D.M.2
Mingham, C.G.3
-
19
-
-
77954515692
-
Unstructured finite volume discretization of two-dimensional depth-averaged shallow water equations with porosity
-
Cea L., Vázquez-Cendón M.E. Unstructured finite volume discretization of two-dimensional depth-averaged shallow water equations with porosity. Int J Numer Methods Fluids 2010, 63:903-930. 10.1002/fld.210.
-
(2010)
Int J Numer Methods Fluids
, vol.63
, pp. 903-930
-
-
Cea, L.1
Vázquez-Cendón, M.E.2
-
20
-
-
84878504331
-
1D-2D coupled numerical model for shallow-water flows
-
Chen Y., Wang Z., Liu Z., Zhu D. 1D-2D coupled numerical model for shallow-water flows. J Hydraul Eng 2012, 138(2):122-132. 10.1061/(ASCE)HY.1943-7900.0000481.
-
(2012)
J Hydraul Eng
, vol.138
, Issue.2
, pp. 122-132
-
-
Chen, Y.1
Wang, Z.2
Liu, Z.3
Zhu, D.4
-
21
-
-
0042568727
-
Two-dimensional hydraulic flood modelling using a finite-element mesh decomposed according to vegetation and topographic features derived from airborne scanning laser altimetry
-
Cobby D.M., Mason D.C., Horritt M.S., Bates P.D. Two-dimensional hydraulic flood modelling using a finite-element mesh decomposed according to vegetation and topographic features derived from airborne scanning laser altimetry. Hydrol Process 2003, 17:1979-2000. 10.1002/hyp.1201.
-
(2003)
Hydrol Process
, vol.17
, pp. 1979-2000
-
-
Cobby, D.M.1
Mason, D.C.2
Horritt, M.S.3
Bates, P.D.4
-
22
-
-
84861388543
-
Improving the stability of a simple formulation of the shallow water equations for 2-D flood modeling
-
de Almeida G.A.M., Bates P., Freer J.E., Souvignet M. Improving the stability of a simple formulation of the shallow water equations for 2-D flood modeling. Water Resour Res 2012, 48:W05528. 10.1029/2011WR011570.
-
(2012)
Water Resour Res
, vol.48
-
-
de Almeida, G.A.M.1
Bates, P.2
Freer, J.E.3
Souvignet, M.4
-
23
-
-
84881037843
-
Applicability of the local inertial approximation of the shallow water equations to flood modeling
-
de Almeida G.A.M., Bates P.D. Applicability of the local inertial approximation of the shallow water equations to flood modeling. Water Resour Res 2013, 49(8):4833-4844. 10.1002/wrcr.20366.
-
(2013)
Water Resour Res
, vol.49
, Issue.8
, pp. 4833-4844
-
-
de Almeida, G.A.M.1
Bates, P.D.2
-
24
-
-
0033745815
-
Two-dimensional shallow flow equations for partially dry areas
-
Defina A. Two-dimensional shallow flow equations for partially dry areas. Water Resour Res 2000, 36:3251-3264. 10.1029/2000WR900167.
-
(2000)
Water Resour Res
, vol.36
, pp. 3251-3264
-
-
Defina, A.1
-
25
-
-
38949188197
-
A robust high-resolution finite volume scheme for the simulation of long waves over complex domains
-
Delis A.I., Kazolea M., Kampanis N.A. A robust high-resolution finite volume scheme for the simulation of long waves over complex domains. Int J Numer Methods Fluids 2008, 56:419-452. 10.1002/fld.1537.
-
(2008)
Int J Numer Methods Fluids
, vol.56
, pp. 419-452
-
-
Delis, A.I.1
Kazolea, M.2
Kampanis, N.A.3
-
26
-
-
50249144099
-
A well-balanced Runga-Kutta discontinuous Galerkin method for shallow-water equations with flooding and drying
-
Ern A., Piperno S., Djadel K. A well-balanced Runga-Kutta discontinuous Galerkin method for shallow-water equations with flooding and drying. Int J Numer Methods Fluids 2008, 58(1):1-25. 10.1002/fld.1674.
-
(2008)
Int J Numer Methods Fluids
, vol.58
, Issue.1
, pp. 1-25
-
-
Ern, A.1
Piperno, S.2
Djadel, K.3
-
27
-
-
78049329155
-
Micro-scale flood risk analysis based on detailed 2D hydraulic modelling and high resolution geographic data
-
Ernst J., Dewals B.J., Detrembleur S., Archambeau P., Erpicum S., Pirotton M. Micro-scale flood risk analysis based on detailed 2D hydraulic modelling and high resolution geographic data. Nat Hazards 2010, 55:181-209. 10.1007/s11069-010-9520-y.
-
(2010)
Nat Hazards
, vol.55
, pp. 181-209
-
-
Ernst, J.1
Dewals, B.J.2
Detrembleur, S.3
Archambeau, P.4
Erpicum, S.5
Pirotton, M.6
-
28
-
-
77950860221
-
Coupling superposed 1D and 2D shallow-water models: source terms in finite volume schemes
-
Fernández-Nieto E.D., Marin J., Monnier J. Coupling superposed 1D and 2D shallow-water models: source terms in finite volume schemes. Comput Fluids 2010, 39(6):1070-1082. 10.1016/j.compfluid.2010.01.016.
-
(2010)
Comput Fluids
, vol.39
, Issue.6
, pp. 1070-1082
-
-
Fernández-Nieto, E.D.1
Marin, J.2
Monnier, J.3
-
29
-
-
0029540991
-
Experimental and numerical assessment of the shallow water model for two-dimensional dam-break type problems
-
Fraccarollo L., Toro E.F. Experimental and numerical assessment of the shallow water model for two-dimensional dam-break type problems. J Hydraul Res 1995, 33(6):843-864. 10.1080/00221689509498555.
-
(1995)
J Hydraul Res
, vol.33
, Issue.6
, pp. 843-864
-
-
Fraccarollo, L.1
Toro, E.F.2
-
30
-
-
67650385641
-
Two-dimensional, high-resolution modeling of urban dam-break flooding: a case study of Baldwin Hills
-
Gallegos H.A., Schubert J.E., Sanders B.F. Two-dimensional, high-resolution modeling of urban dam-break flooding: a case study of Baldwin Hills. California Adv Water Resour 2009, 32:1323-1335. 10.1016/j.advwatres.2009.05.008.
-
(2009)
California Adv Water Resour
, vol.32
, pp. 1323-1335
-
-
Gallegos, H.A.1
Schubert, J.E.2
Sanders, B.F.3
-
31
-
-
84877663241
-
Structural damage prediction in a high-velocity urban dam-break flood: field-scale assessment of predictive skill
-
Gallegos H.A., Schubert J.E., Sanders B.F. Structural damage prediction in a high-velocity urban dam-break flood: field-scale assessment of predictive skill. J Eng Mech 2012, 138(10):1249-1262. 10.1061/(ASCE)EM.1943-7889.0000427.
-
(2012)
J Eng Mech
, vol.138
, Issue.10
, pp. 1249-1262
-
-
Gallegos, H.A.1
Schubert, J.E.2
Sanders, B.F.3
-
32
-
-
79953740650
-
Predicting tidal flooding of urbanized embayments: a modeling framework and data requirements
-
Gallien T.W., Schubert J.E., Sanders B.F. Predicting tidal flooding of urbanized embayments: a modeling framework and data requirements. Coastal Eng 2011, 58:567-577. 10.1016/j.coastaleng.2011.01.011.
-
(2011)
Coastal Eng
, vol.58
, pp. 567-577
-
-
Gallien, T.W.1
Schubert, J.E.2
Sanders, B.F.3
-
34
-
-
79958835984
-
Adaptive finite volume methods with well-balanced Riemann solvers for modeling floods in rugged terrain: application to the Malpasset dam-break flood (France, 1959)
-
George D.L. Adaptive finite volume methods with well-balanced Riemann solvers for modeling floods in rugged terrain: application to the Malpasset dam-break flood (France, 1959). Int J Numer Methods Fluids 2010, 66(8):1000-1018. 10.1002/fld.2298.
-
(2010)
Int J Numer Methods Fluids
, vol.66
, Issue.8
, pp. 1000-1018
-
-
George, D.L.1
-
35
-
-
0025382654
-
Approximate Reimann solutions of the 2-dimensional shallow-water equations
-
Glaister P. Approximate Reimann solutions of the 2-dimensional shallow-water equations. J Eng Math 1990, 24(1):45-53. 10.1080/00221688809499213.
-
(1990)
J Eng Math
, vol.24
, Issue.1
, pp. 45-53
-
-
Glaister, P.1
-
37
-
-
84897535556
-
Godunov-type schemes (An introduction for engineers)
-
Elsevier, 508p
-
Guinot V. Godunov-type schemes (An introduction for engineers). Science 2003, Elsevier, 508p.
-
(2003)
Science
-
-
Guinot, V.1
-
38
-
-
30644467592
-
Flux and source term discretization in shallow water models with porosity on unstructured grids
-
Guinot V., Soares-Fraz S. Flux and source term discretization in shallow water models with porosity on unstructured grids. Int J Numer Methods Fluids 2006, 50:309-345. 10.1002/fld.1059.
-
(2006)
Int J Numer Methods Fluids
, vol.50
, pp. 309-345
-
-
Guinot, V.1
Soares-Fraz, S.2
-
39
-
-
84855209019
-
Multiple porosity shallow water models for macroscopic modelling of urban floods
-
Guinot V. Multiple porosity shallow water models for macroscopic modelling of urban floods. Adv Water Resour 2012, 37:40-72. 10.1016/j.advwatres.2011.11.002.
-
(2012)
Adv Water Resour
, vol.37
, pp. 40-72
-
-
Guinot, V.1
-
40
-
-
0033319956
-
Malpasset dam-break revisited with two-dimensional computations
-
Hervouet J.M., Petitjean A. Malpasset dam-break revisited with two-dimensional computations. J Hydraul Res 1999, 37(6):777-788. 10.1080/00221689909498511.
-
(1999)
J Hydraul Res
, vol.37
, Issue.6
, pp. 777-788
-
-
Hervouet, J.M.1
Petitjean, A.2
-
41
-
-
0001917909
-
Multidimensional slope limiters for MUSCL-type finite volume schemes on unstructured grids
-
Hubbard M.E. Multidimensional slope limiters for MUSCL-type finite volume schemes on unstructured grids. J Comput Phys 1999, 155:54-74. 10.1006/jcph.1999.6329.
-
(1999)
J Comput Phys
, vol.155
, pp. 54-74
-
-
Hubbard, M.E.1
-
42
-
-
0011032642
-
Flux difference splitting and the balancing of source terms and flux gradients
-
Hubbard M.E., Garcia-Navarro P. Flux difference splitting and the balancing of source terms and flux gradients. J Comput Phys 2000, 165(1):89-125. 10.1006/jcph.2000.6603.
-
(2000)
J Comput Phys
, vol.165
, Issue.1
, pp. 89-125
-
-
Hubbard, M.E.1
Garcia-Navarro, P.2
-
43
-
-
0348147335
-
-
Proceedings of the institution of civil engineers-municipal, Engineer
-
Kelman I, Spence R. A flood failure flowchart for buildings. In: Proceedings of the institution of civil engineers-municipal, Engineer, 156(3); 2003. p. 207-14. http://dx.doi.org/10.1680/muen.2003.156.3.207. http://dx.doi.org/10.1680/muen.2003.156.3.207.
-
(2003)
A flood failure flowchart for buildings
, vol.156
, Issue.3
, pp. 207-214
-
-
Kelman, I.1
Spence, R.2
-
44
-
-
2142640340
-
An overview of flood actions on buildings
-
Kelman I., Spence R. An overview of flood actions on buildings. Eng Geol 2004, 73(3-4):297-309. 10.1016/j.enggeo.2004.01.010.
-
(2004)
Eng Geol
, vol.73
, Issue.3-4
, pp. 297-309
-
-
Kelman, I.1
Spence, R.2
-
45
-
-
78649633069
-
A discontinuous Galerkin algorithm for the two-dimensional shallow water equations
-
Kesserwani G., Liang Q.H. A discontinuous Galerkin algorithm for the two-dimensional shallow water equations. Comput Methods Appl Mech Eng 2010, 199(49-52):3356-3368. 10.1016/j.cma.2010.07.007.
-
(2010)
Comput Methods Appl Mech Eng
, vol.199
, Issue.49-52
, pp. 3356-3368
-
-
Kesserwani, G.1
Liang, Q.H.2
-
46
-
-
84855293875
-
Dynamically adaptive grid based discontinuous Galerkin shallow water model
-
Kesserwani G., Liang Q.H. Dynamically adaptive grid based discontinuous Galerkin shallow water model. Adv Water Resour 2012, 37:23-39. 10.1016/j.advwatres.2011.11.006.
-
(2012)
Adv Water Resour
, vol.37
, pp. 23-39
-
-
Kesserwani, G.1
Liang, Q.H.2
-
47
-
-
61449212832
-
A depth-integrated model for weakly dispersive, turbulent, and rotational fluid flows
-
Kim D.H., Lynett P.J., Socolofsky S.A. A depth-integrated model for weakly dispersive, turbulent, and rotational fluid flows. Ocean Modell 2009, 27(3-4):198-214. 10.1016/j.ocemod.2009.01.005.
-
(2009)
Ocean Modell
, vol.27
, Issue.3-4
, pp. 198-214
-
-
Kim, D.H.1
Lynett, P.J.2
Socolofsky, S.A.3
-
48
-
-
77950360150
-
Is flow velocity a significant parameter in flood damage modelling?
-
Kreibich H., Piroth K., Seifert I., Maiwald H., Kunert U., Schwarz J., et al. Is flow velocity a significant parameter in flood damage modelling?. Nat Hazards Earth Syst Sci 2009, 9:1679-1692. 10.5194/nhess-9-1679-2009.
-
(2009)
Nat Hazards Earth Syst Sci
, vol.9
, pp. 1679-1692
-
-
Kreibich, H.1
Piroth, K.2
Seifert, I.3
Maiwald, H.4
Kunert, U.5
Schwarz, J.6
-
49
-
-
77955630313
-
Coupled 1D-quasi-2D flood inundation model with unstructured grids
-
Kuiry S.N., Sen D., Bates P.D. Coupled 1D-quasi-2D flood inundation model with unstructured grids. J Hydraul Eng 2010, 136(8):493-506. 10.1061/(ASCE)HY.1943-7900.0000211.
-
(2010)
J Hydraul Eng
, vol.136
, Issue.8
, pp. 493-506
-
-
Kuiry, S.N.1
Sen, D.2
Bates, P.D.3
-
50
-
-
79952472286
-
Fully coupled approach to modeling shallow water flow, sediment transport, and bed evolution in rivers
-
Li S., Duffy C.J. Fully coupled approach to modeling shallow water flow, sediment transport, and bed evolution in rivers. Water Resour Res 2011, 47:W03508. 10.1029/2010WR009751.
-
(2011)
Water Resour Res
, vol.47
-
-
Li, S.1
Duffy, C.J.2
-
51
-
-
33845719629
-
A boundary-fitted numerical model for flood routing with shock-capturing capability
-
Liang D., Lin B., Falconer R.A. A boundary-fitted numerical model for flood routing with shock-capturing capability. J Hydrol 2007, 332(3-4):477-486. 10.1016/j.jhydrol.2006.08.002.
-
(2007)
J Hydrol
, vol.332
, Issue.3-4
, pp. 477-486
-
-
Liang, D.1
Lin, B.2
Falconer, R.A.3
-
52
-
-
55949108414
-
Adaptive quadtree simulation of shallow flows with wet-dry fronts over complex topography
-
Liang Q., Borthwick A.G.L. Adaptive quadtree simulation of shallow flows with wet-dry fronts over complex topography. Comput Fluids 2008, 38(2):221-234. 10.1016/j.compfluid.2008.02.008.
-
(2008)
Comput Fluids
, vol.38
, Issue.2
, pp. 221-234
-
-
Liang, Q.1
Borthwick, A.G.L.2
-
53
-
-
33847043507
-
Numerical simulation of a dam break for an actual river terrain environment
-
Liao C.B., Wu M.S., Liang S.J. Numerical simulation of a dam break for an actual river terrain environment. Hydrol Process 2007, 21(4):447-460. 10.1002/hyp.6242.
-
(2007)
Hydrol Process
, vol.21
, Issue.4
, pp. 447-460
-
-
Liao, C.B.1
Wu, M.S.2
Liang, S.J.3
-
54
-
-
34248580836
-
Use of fused airborne scanning laser altimetry and digital map data for urban flood modelling
-
Mason D.C., Horritt M.S., Hunter N.M., Bates P.D. Use of fused airborne scanning laser altimetry and digital map data for urban flood modelling. Hydrol Process 2007, 2007(21):1436-1447. 10.1002/hyp.6343.
-
(2007)
Hydrol Process
, vol.2007
, Issue.21
, pp. 1436-1447
-
-
Mason, D.C.1
Horritt, M.S.2
Hunter, N.M.3
Bates, P.D.4
-
55
-
-
34548186122
-
Reduced complexity strategies for modelling urban floodplain inundation
-
McMillan H.K., Brasington J. Reduced complexity strategies for modelling urban floodplain inundation. Geomorphology 2007, 90:226-243. 10.1016/j.geomorph.2006.10.031.
-
(2007)
Geomorphology
, vol.90
, pp. 226-243
-
-
McMillan, H.K.1
Brasington, J.2
-
56
-
-
77749273632
-
Flood damage estimation beyond stage-damage functions: an Australian example
-
Middelmann-Fernandez M.H. Flood damage estimation beyond stage-damage functions: an Australian example. J Flood Risk Manage 2010, 3(1):88-96. 10.1111/j.1753-318X.2009.01058.x.
-
(2010)
J Flood Risk Manage
, vol.3
, Issue.1
, pp. 88-96
-
-
Middelmann-Fernandez, M.H.1
-
57
-
-
33746216241
-
Modeling floods in a dense urban area using 2D shallow water equations
-
Mignot E., Paquier A., Haider S. Modeling floods in a dense urban area using 2D shallow water equations. J Hydrol 2006, 327(1-2):186-199. 10.1016/j.jhydrol.2005.11.026.
-
(2006)
J Hydrol
, vol.327
, Issue.1-2
, pp. 186-199
-
-
Mignot, E.1
Paquier, A.2
Haider, S.3
-
60
-
-
84869481951
-
A sub grid channel model for simulating river hydraulics and floodplain inundation over large and data sparse areas
-
Neal J., Schumann G., Bates P. A sub grid channel model for simulating river hydraulics and floodplain inundation over large and data sparse areas. Water Resour Res 2012, 48:W11506. 10.1029/2012WR012514.
-
(2012)
Water Resour Res
, vol.48
-
-
Neal, J.1
Schumann, G.2
Bates, P.3
-
61
-
-
0032893451
-
Drag, turbulence and diffusion in flow through emergent vegetation
-
Nepf H.M. Drag, turbulence and diffusion in flow through emergent vegetation. Water Resour Res 1999, 35(2):479-489. 10.1029/1998WR900069.
-
(1999)
Water Resour Res
, vol.35
, Issue.2
, pp. 479-489
-
-
Nepf, H.M.1
-
62
-
-
2942757053
-
Approximate Riemann solvers, parameter vectors, and difference schemes
-
Roe P.L. Approximate Riemann solvers, parameter vectors, and difference schemes. J Comput Phys 1981, 43:357-372. 10.1016/0021-9991(81)90128-5.
-
(1981)
J Comput Phys
, vol.43
, pp. 357-372
-
-
Roe, P.L.1
-
63
-
-
0036475967
-
Non-reflecting boundary flux function for finite volume shallow-water models
-
Sanders B.F. Non-reflecting boundary flux function for finite volume shallow-water models. Adv Water Resour 2002, 25:195-202. 10.1016/S0309-1708(01)00055-0.
-
(2002)
Adv Water Resour
, vol.25
, pp. 195-202
-
-
Sanders, B.F.1
-
64
-
-
49849093927
-
Integration of a shallow-water model with a local time step
-
Sanders B.F. Integration of a shallow-water model with a local time step. J Hydraul Res 2008, 46(8):466-475. 10.3826/jhr.2008.3243.
-
(2008)
J Hydraul Res
, vol.46
, Issue.8
, pp. 466-475
-
-
Sanders, B.F.1
-
65
-
-
54049155416
-
Integral formulation of shallow-water equations with anisotropic porosity for urban flood modeling
-
Sanders B.F., Schubert J.E., Gallegos H.A. Integral formulation of shallow-water equations with anisotropic porosity for urban flood modeling. J Hydrol 2008, 362:19-38. 10.1016/j.jhydrol.2008.08.009.
-
(2008)
J Hydrol
, vol.362
, pp. 19-38
-
-
Sanders, B.F.1
Schubert, J.E.2
Gallegos, H.A.3
-
66
-
-
55649103911
-
Unstructured mesh generation and landcover-based resistance for hydrodynamic modeling of urban flooding
-
Schubert J.E., Sanders B.F., Smith M.J., Wright N.G. Unstructured mesh generation and landcover-based resistance for hydrodynamic modeling of urban flooding. Adv Water Resour 2008, 31:1603-1621. 10.1016/j.advwatres.2008.07.012.
-
(2008)
Adv Water Resour
, vol.31
, pp. 1603-1621
-
-
Schubert, J.E.1
Sanders, B.F.2
Smith, M.J.3
Wright, N.G.4
-
67
-
-
84860629874
-
Building treatments for urban flood inundation models and implications for predictive skill and modeling efficiency
-
Schubert J.E., Sanders B.F. Building treatments for urban flood inundation models and implications for predictive skill and modeling efficiency. Adv Water Resour 2012, 41:49-64. 10.1016/j.advwatres.2012.02.012.
-
(2012)
Adv Water Resour
, vol.41
, pp. 49-64
-
-
Schubert, J.E.1
Sanders, B.F.2
-
68
-
-
84940605935
-
Triangle: engineering a 2D quality mesh generator and Delaunay triangulator
-
1148, Springer-Verlag, M.C. Lin, D. Manocha (Eds.) Applied computational geometry: towards geometric engineering
-
Shewchuk J.R. Triangle: engineering a 2D quality mesh generator and Delaunay triangulator. Lecture notes in computer science 1996, vol. 1148:20322. Springer-Verlag. http://www-2.cs.cmu.edu/~quake/triangle.html, M.C. Lin, D. Manocha (Eds.).
-
(1996)
Lecture notes in computer science
, pp. 20322
-
-
Shewchuk, J.R.1
-
69
-
-
80052837217
-
Two-dimensional numerical modeling of dam-break flows over natural terrain using a central explicit scheme
-
Singh J., Altinakar M.S., Ding Y. Two-dimensional numerical modeling of dam-break flows over natural terrain using a central explicit scheme. Adv Water Resour 2011, 34(10):1366-1375. 10.1016/j.advwatres.2011.07.007.
-
(2011)
Adv Water Resour
, vol.34
, Issue.10
, pp. 1366-1375
-
-
Singh, J.1
Altinakar, M.S.2
Ding, Y.3
-
70
-
-
0032078628
-
An unstructured finite-volume algorithm for predicting flow in rivers and estuaries
-
Sleigh P.A., Gaskell P.H., Berzins M., Wright N.G. An unstructured finite-volume algorithm for predicting flow in rivers and estuaries. Comput Fluids 1998, 27(4):479-508. 10.1016/S0045-7930(97)00071-6.
-
(1998)
Comput Fluids
, vol.27
, Issue.4
, pp. 479-508
-
-
Sleigh, P.A.1
Gaskell, P.H.2
Berzins, M.3
Wright, N.G.4
-
71
-
-
0028463843
-
Flood damage estimation - a review of urban stage-damage curves and loss functions
-
Smith D.I. Flood damage estimation - a review of urban stage-damage curves and loss functions. Water SA 1994, 20(3):231-238.
-
(1994)
Water SA
, vol.20
, Issue.3
, pp. 231-238
-
-
Smith, D.I.1
-
72
-
-
40649103945
-
Two-dimensional shallow-water model with porosity for urban flood modelling
-
Soares-Frazão S., Lhomme J., Guinot V., Zech Y. Two-dimensional shallow-water model with porosity for urban flood modelling. J Hydraul Res 2008, 46(1):45-64. 10.1080/00221686.2008.9521842.
-
(2008)
J Hydraul Res
, vol.46
, Issue.1
, pp. 45-64
-
-
Soares-Frazão, S.1
Lhomme, J.2
Guinot, V.3
Zech, Y.4
-
73
-
-
34247270217
-
Flash flood flow experiment in a simplified urban district
-
Testa G., Zuccala D., Alcrudo F., Mulet J., Soares-Frazão S. Flash flood flow experiment in a simplified urban district. J Hydraul Res 2007, 45(Extra Issue):37-44. 10.1080/00221686.2007.9521831.
-
(2007)
J Hydraul Res
, vol.45
, Issue.EXTRA ISSUE
, pp. 37-44
-
-
Testa, G.1
Zuccala, D.2
Alcrudo, F.3
Mulet, J.4
Soares-Frazão, S.5
-
74
-
-
79955674274
-
CFL conditions for Runge-Kutta discontinuous Galerkin methods on triangular grids
-
Toulorge T., Desmet W. CFL conditions for Runge-Kutta discontinuous Galerkin methods on triangular grids. J Comput Phys 2011, 230(12):4657-4678. 10.1016/j.jcp.2011.02.040.
-
(2011)
J Comput Phys
, vol.230
, Issue.12
, pp. 4657-4678
-
-
Toulorge, T.1
Desmet, W.2
-
76
-
-
77953676531
-
Unstructured grid generation using LiDAR data for urban flood inundation modelling
-
Tsubaki R., Fujita I. Unstructured grid generation using LiDAR data for urban flood inundation modelling. Hydrol Process 2010, 24:1404-1420. 10.1002/hyp.7608.
-
(2010)
Hydrol Process
, vol.24
, pp. 1404-1420
-
-
Tsubaki, R.1
Fujita, I.2
-
77
-
-
0036565918
-
Case study: Malpasset dam-break simulation using a two-dimensional finite volume method
-
Valiani A., Caleffi V., Zanni A. Case study: Malpasset dam-break simulation using a two-dimensional finite volume method. J Hydraul Eng 2002, 128(5):460-472. 10.1061/(ASCE)0733-9429(2002)128:5(460).
-
(2002)
J Hydraul Eng
, vol.128
, Issue.5
, pp. 460-472
-
-
Valiani, A.1
Caleffi, V.2
Zanni, A.3
-
78
-
-
33745284974
-
Divergence form for bed slope source term in shallow water equations
-
Valiani A., Begnudelli L. Divergence form for bed slope source term in shallow water equations. J Hydraul Eng 2006, 132(7):652-665. 10.1061/(ASCE)0733-9429(2006)132:7(652).
-
(2006)
J Hydraul Eng
, vol.132
, Issue.7
, pp. 652-665
-
-
Valiani, A.1
Begnudelli, L.2
-
79
-
-
42449124194
-
Closure to Divergence form for bed slope source term in shallow water equations by Alessandro Valiani and Lorenzo Begnudelli
-
Valiani A., Begnudelli L. Closure to Divergence form for bed slope source term in shallow water equations by Alessandro Valiani and Lorenzo Begnudelli. J. Hydraul Eng 2008, 134(5):680-682. 10.1061/(ASCE)0733-9429(2008)134:5(680).
-
(2008)
J. Hydraul Eng
, vol.134
, Issue.5
, pp. 680-682
-
-
Valiani, A.1
Begnudelli, L.2
-
81
-
-
79959423655
-
A 2D shallow-water model for practical dam-break simulations
-
Wang Y., Liang Q., Kesserwani G., Hall J.W. A 2D shallow-water model for practical dam-break simulations. J Hydraul Res 2011, 49(3):307-316. 10.1080/00221686.2011.566248.
-
(2011)
J Hydraul Res
, vol.49
, Issue.3
, pp. 307-316
-
-
Wang, Y.1
Liang, Q.2
Kesserwani, G.3
Hall, J.W.4
-
82
-
-
84897555468
-
-
World meteorological organization. Urban flood risk management - a tool for integrated flood management Version 1.0. APFM Techical Document No. 11, Flood Management Tools Series
-
World meteorological organization. Urban flood risk management - a tool for integrated flood management Version 1.0. APFM Techical Document No. 11, Flood Management Tools Series; 2008.
-
(2008)
-
-
-
83
-
-
42449156816
-
Case study of the use of remotely sensed data for modeling flood inundation on the river Severn, UK
-
Wright N.G., Villanueva I., Bates P.D., Mason D.C., Wilson M.D., Pender G., et al. Case study of the use of remotely sensed data for modeling flood inundation on the river Severn, UK. J Hydraul Eng 2008, 134(5):533-540. 10.1061/(ASCE)0733-9429(2008)134:5(533).
-
(2008)
J Hydraul Eng
, vol.134
, Issue.5
, pp. 533-540
-
-
Wright, N.G.1
Villanueva, I.2
Bates, P.D.3
Mason, D.C.4
Wilson, M.D.5
Pender, G.6
-
84
-
-
3142702736
-
Finite volume model for two-dimensional shallow water flows on unstructured grids
-
Yoon T.H., Kang S.K. Finite volume model for two-dimensional shallow water flows on unstructured grids. J Hydraul Eng 2004, 130(7):678-688. 10.1061/(ASCE)0733-9429(2004)130:7(678).
-
(2004)
J Hydraul Eng
, vol.130
, Issue.7
, pp. 678-688
-
-
Yoon, T.H.1
Kang, S.K.2
-
85
-
-
33646058003
-
Urban fluvial flood modelling using a two dimensional diffusion-wave treatment. Part 2: Development of a sub-grid-scale treatment
-
Yu D., Lane S.N. Urban fluvial flood modelling using a two dimensional diffusion-wave treatment. Part 2: Development of a sub-grid-scale treatment. J Hydrol Process 2005, 20(7):1567-1583. 10.1002/hyp.5936.
-
(2005)
J Hydrol Process
, vol.20
, Issue.7
, pp. 1567-1583
-
-
Yu, D.1
Lane, S.N.2
-
86
-
-
0002690008
-
The surface gradient method for the treatment of source terms in the shallow-water equations
-
Zhou J.G., Causon D.M., Mingham C.G., Ingram D.M. The surface gradient method for the treatment of source terms in the shallow-water equations. J Comput Phys 2001, 168(1):1-25. 10.1006/jcph.2000.6670.
-
(2001)
J Comput Phys
, vol.168
, Issue.1
, pp. 1-25
-
-
Zhou, J.G.1
Causon, D.M.2
Mingham, C.G.3
Ingram, D.M.4
|