메뉴 건너뛰기




Volumn 3, Issue 1, 2010, Pages 33-51

Testing a new two-dimensional flood modelling system: Analytical tests and application to a flood event

Author keywords

1D 2D linking; Dam break test; Flood modelling; Hydrodynamic model

Indexed keywords

DAM; FLOODING; HYDROLOGICAL MODELING; MODEL TEST; SOFTWARE; TWO-DIMENSIONAL MODELING; WATER LEVEL;

EID: 77749273636     PISSN: None     EISSN: 1753318X     Source Type: Journal    
DOI: 10.1111/j.1753-318X.2009.01053.x     Document Type: Article
Times cited : (34)

References (51)
  • 1
    • 0027561554 scopus 로고
    • 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 Meth Fluids 1993, 16((6)):489-505.
    • (1993) Int J Numer Meth Fluids , vol.16 , Issue.6 , pp. 489-505
    • Alcrudo, F.1    Garcia-Navarro, P.2
  • 2
    • 57849086876 scopus 로고    scopus 로고
    • Urban inundation models based upon the shallow water equations. Numerical and practical issues
    • Benkhaldoun F, Ouazar D, Raghay S. London, UK, Hermes Science
    • Alcrudo F, Mulet-Marti J. Urban inundation models based upon the shallow water equations. Numerical and practical issues. Proceedings of finite volumes for complex applications IV. Problems and perspectives 2005, 1-12. Benkhaldoun F, Ouazar DRaghay S. In, eds, London, UK, Hermes Science
    • (2005) Proceedings of finite volumes for complex applications IV. Problems and perspectives , pp. 1-12
    • Alcrudo, F.1    Mulet-Marti, J.2
  • 3
    • 77749264995 scopus 로고    scopus 로고
    • Rainfall, runoff and infiltration re-visited. , Coventry, UK, 2002
    • Allitt R. Rainfall, runoff and infiltration re-visited. , Coventry, UK, 2002
    • Allitt, R.1
  • 4
    • 0032123412 scopus 로고    scopus 로고
    • 2D multilevel model for flood wave propagation in flood-affected areas
    • Aronica G, Tucciarelli T, Nasello C. 2D multilevel model for flood wave propagation in flood-affected areas. J Water Res Plann Manage 1998, 124((4)):210-217.
    • (1998) J Water Res Plann Manage , vol.124 , Issue.4 , pp. 210-217
    • Aronica, G.1    Tucciarelli, T.2    Nasello, C.3
  • 5
    • 33947721373 scopus 로고    scopus 로고
    • Simulation of a storm sewer network in industrial area: comparison between models calibrated through experimental data
    • Artina S, Bolognesi A, Liserra T, Maglionico M. Simulation of a storm sewer network in industrial area: comparison between models calibrated through experimental data. Env Modell Software 2007, 22((8)):1221-1228.
    • (2007) Env Modell Software , vol.22 , Issue.8 , pp. 1221-1228
    • Artina, S.1    Bolognesi, A.2    Liserra, T.3    Maglionico, M.4
  • 6
    • 77749295560 scopus 로고    scopus 로고
    • Modélisation hyperbolique et analyse numérique pour les écoulements en eaux peu profondes, PhD Thesis in French, Universite Paris 6 Pierre et Marie Curie
    • Audusse E. 2004, Modélisation hyperbolique et analyse numérique pour les écoulements en eaux peu profondes, PhD Thesis in French, Universite Paris 6 Pierre et Marie Curie
    • (2004)
    • Audusse, E.1
  • 7
    • 33749016293 scopus 로고    scopus 로고
    • A well-balanced positivity preserving second-order scheme for shallow water flows on unstructured grids
    • Audusse E, Bristeau MO. A well-balanced positivity preserving second-order scheme for shallow water flows on unstructured grids. J Comp Phy 2005, 206((1)):311-333.
    • (2005) J Comp Phy , vol.206 , Issue.1 , pp. 311-333
    • Audusse, E.1    Bristeau, M.O.2
  • 8
    • 46549087718 scopus 로고    scopus 로고
    • A weighted surface-depth gradient method for the numerical integration of the 2D shallow water equations with topography
    • Aureli F, Maranzoni A, Mignosa P, Ziveri C. A weighted surface-depth gradient method for the numerical integration of the 2D shallow water equations with topography. Adv Water Res 2008a, 31((7)):962-974.
    • (2008) Adv Water Res , vol.31 , Issue.7 , pp. 962-974
    • Aureli, F.1    Maranzoni, A.2    Mignosa, P.3    Ziveri, C.4
  • 9
    • 48049102300 scopus 로고    scopus 로고
    • Dam-break flows: acquisition of experimental data through an imaging technique and 2D numerical modeling
    • Aureli F, Maranzoni A, Mignosa P, Ziveri C. Dam-break flows: acquisition of experimental data through an imaging technique and 2D numerical modeling. J Hydraul Eng 2008b, 134((8)):1089-1101.
    • (2008) J Hydraul Eng , vol.134 , Issue.8 , pp. 1089-1101
    • Aureli, F.1    Maranzoni, A.2    Mignosa, P.3    Ziveri, C.4
  • 10
    • 77749243095 scopus 로고    scopus 로고
    • BMT WBM, BMT WBM, Available at, (accessed 3 December 2009)
    • TUFLOW user manual (build 2008-08-AA) 2008, http://www.tuflow.com/Downloads_TUFLOWManual.htm, BMT WBM, BMT WBM, Available at, (accessed 3 December 2009)
    • (2008) TUFLOW user manual (build 2008-08-AA)
  • 11
    • 77749264938 scopus 로고    scopus 로고
    • Bradford urban pollution management - modelling the change. , Coventry, UK, 2004
    • Caudwell M. Bradford urban pollution management - modelling the change. , Coventry, UK, 2004
    • Caudwell, M.1
  • 12
    • 0023013256 scopus 로고    scopus 로고
    • A two-dimensional mathematical model study of the nitrate levels in an inland natural basin. In: in the inland natural environment, Bournemouth, UK, 1986, 325-344
    • Falconer RA. A two-dimensional mathematical model study of the nitrate levels in an inland natural basin. In: in the inland natural environment, Bournemouth, UK, 1986, 325-344
    • Falconer, R.A.1
  • 14
    • 84855957993 scopus 로고    scopus 로고
    • The Malpasset dam failure: an overview and test case definition
    • 18-19 November, Zaragoza, Spain, 2000, Available at, (accessed 3 December 2009)
    • Goutal N. The Malpasset dam failure: an overview and test case definition. Proceedings of the 4th CADAM meeting 2000, http://www.hrwallingford.co.uk/projects/CADAM/CADAM/, 18-19 November, Zaragoza, Spain, 2000, Available at, (accessed 3 December 2009)
    • (2000) Proceedings of the 4th CADAM meeting
    • Goutal, N.1
  • 15
    • 77749295555 scopus 로고    scopus 로고
    • SW2D v2.2a - user manual and verification manual, Université Montpellier 2, France (unpublished)
    • Guinot V. SW2D v2.2a - user manual and verification manual, Université Montpellier 2, France (unpublished)
    • Guinot, V.1
  • 16
    • 30644467592 scopus 로고    scopus 로고
    • Flux and source term calculation in two-dimensional shallow water models with porosity on unstructured grids
    • Guinot V, Soares-Frazao S. Flux and source term calculation in two-dimensional shallow water models with porosity on unstructured grids. Int J Numer Meth Fluids 2006, 50:309-345.
    • (2006) Int J Numer Meth Fluids , vol.50 , pp. 309-345
    • Guinot, V.1    Soares-Frazao, S.2
  • 17
    • 42949104728 scopus 로고    scopus 로고
    • Finite-volume multi-stage schemes for shallow-water flow simulations
    • Guo WD, Lai JS, Lin GF. Finite-volume multi-stage schemes for shallow-water flow simulations. Int J Numer MethFluids 2007, 57((2)):177-204.
    • (2007) Int J Numer MethFluids , vol.57 , Issue.2 , pp. 177-204
    • Guo, W.D.1    Lai, J.S.2    Lin, G.F.3
  • 19
    • 77749295551 scopus 로고    scopus 로고
    • Terrain modelling for urban flood routing, Arnold, Nottinghamshire - a case study. , Birmingham, UK
    • Harrison J, Moseley A, De Rosa D. 2000, Terrain modelling for urban flood routing, Arnold, Nottinghamshire - a case study. , Birmingham, UK
    • (2000)
    • Harrison, J.1    Moseley, A.2    De Rosa, D.3
  • 20
    • 0036845180 scopus 로고    scopus 로고
    • Evaluation of 1D and 2D numerical models for predicting river flood inundation
    • Horritt MS, Bates PD. Evaluation of 1D and 2D numerical models for predicting river flood inundation. J Hydrol 2002, 268((1-4)):87-99.
    • (2002) J Hydrol , vol.268 , Issue.1-4 , pp. 87-99
    • Horritt, M.S.1    Bates, P.D.2
  • 21
    • 77749243142 scopus 로고    scopus 로고
    • HR Wallingford., Flooding in Boscastle and North Cornwall, August 2004, Phase 2 Studies Report EX5160
    • 2005, HR Wallingford., Flooding in Boscastle and North Cornwall, August 2004, Phase 2 Studies Report EX5160
    • (2005)
  • 22
    • 0034060655 scopus 로고    scopus 로고
    • Flux-difference splitting schemes for 2D flood flows
    • Jha AK, Akiyama J, Ura M. Flux-difference splitting schemes for 2D flood flows. J Hydraul Eng 2000, 126((1)):33-42.
    • (2000) J Hydraul Eng , vol.126 , Issue.1 , pp. 33-42
    • Jha, A.K.1    Akiyama, J.2    Ura, M.3
  • 24
    • 34548434741 scopus 로고    scopus 로고
    • Linking one- and two-dimensional models for free surface flows
    • Liang D, Falconer RA, Lin B. Linking one- and two-dimensional models for free surface flows. Proc Inst Civil Eng Water Manag 2007, 160((3)):145-151.
    • (2007) Proc Inst Civil Eng Water Manag , vol.160 , Issue.3 , pp. 145-151
    • Liang, D.1    Falconer, R.A.2    Lin, B.3
  • 25
    • 4344607336 scopus 로고    scopus 로고
    • Simulation of dam- and dyke-break hydrodynamics on dynamically adaptive quadtree grids
    • Liang Q, Borthwick AGL, Stelling G. Simulation of dam- and dyke-break hydrodynamics on dynamically adaptive quadtree grids. Int J Numer Meth Fluids 2004, 46:127-162.
    • (2004) Int J Numer Meth Fluids , vol.46 , pp. 127-162
    • Liang, Q.1    Borthwick, A.G.L.2    Stelling, G.3
  • 26
    • 33947207493 scopus 로고    scopus 로고
    • A general approximate-state Riemann solver for hyperbolic systems of conservation laws with source terms
    • Lhomme J, Guinot V. A general approximate-state Riemann solver for hyperbolic systems of conservation laws with source terms. Int J Numer Meth Fluids 2007, 53((9)):1509-1540.
    • (2007) Int J Numer Meth Fluids , vol.53 , Issue.9 , pp. 1509-1540
    • Lhomme, J.1    Guinot, V.2
  • 27
    • 77749243139 scopus 로고    scopus 로고
    • Large-scale urban floods modelling and two-dimensional shallow water models with porosity. In: , Nice, France, 2006, 385-392
    • Lhomme J, Soares-FrazãO S, Guinot V, Zech Y. Large-scale urban floods modelling and two-dimensional shallow water models with porosity. In: , Nice, France, 2006, 385-392
    • Lhomme, J.1    Soares-FrazãO, S.2    Guinot, V.3    Zech, Y.4
  • 28
    • 33746216241 scopus 로고    scopus 로고
    • 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.
    • (2006) J Hydrol , vol.327 , Issue.1-2 , pp. 186-199
    • Mignot, E.1    Paquier, A.2    Haider, S.3
  • 29
    • 10644278896 scopus 로고    scopus 로고
    • Modelling estuarine and coastal flows using an unstructured triangular finite volume algorithm
    • Namin M, Lin B, Falconer R. Modelling estuarine and coastal flows using an unstructured triangular finite volume algorithm. Adv Water Res 2004, 27((12)):1179-1197.
    • (2004) Adv Water Res , vol.27 , Issue.12 , pp. 1179-1197
    • Namin, M.1    Lin, B.2    Falconer, R.3
  • 30
    • 33144489181 scopus 로고    scopus 로고
    • 2D Shallow-Water model using unstructured finite-volumes methods
    • Nguyen DK, Shi YE, Wang SSY, Nguyen TH. 2D Shallow-Water model using unstructured finite-volumes methods. J Hydraul Eng 2006, 132((3)):258-269.
    • (2006) J Hydraul Eng , vol.132 , Issue.3 , pp. 258-269
    • Nguyen, D.K.1    Shi, Y.E.2    Wang, S.S.Y.3    Nguyen, T.H.4
  • 31
    • 0029219876 scopus 로고
    • Efficient implementation of non-oscillatory schemes for the computation of free-surface flows
    • Nujic M. Efficient implementation of non-oscillatory schemes for the computation of free-surface flows. J Hydraul Res 1995, 33((1)):337-354.
    • (1995) J Hydraul Res , vol.33 , Issue.1 , pp. 337-354
    • Nujic, M.1
  • 32
    • 77749243140 scopus 로고    scopus 로고
    • Propagation des intumescences dans les canaux et rivières. In: , Grenoble, France, 1961
    • Preissmann A. Propagation des intumescences dans les canaux et rivières. In: , Grenoble, France, 1961
    • Preissmann, A.1
  • 33
    • 77749264987 scopus 로고    scopus 로고
    • Hydraulic parameter identification using satellite earth imagery. In: , Nice, France, 2003
    • Roux H, Raclot D, Dartus D, Puech C. Hydraulic parameter identification using satellite earth imagery. In: , Nice, France, 2003
    • Roux, H.1    Raclot, D.2    Dartus, D.3    Puech, C.4
  • 34
    • 2142751242 scopus 로고    scopus 로고
    • Discontinuous Galerkin finite-element method for transcritical two-dimensional shallow water flows
    • Schwanenberg D, Harms M. Discontinuous Galerkin finite-element method for transcritical two-dimensional shallow water flows. J Hydraul Eng 2004, 130((5)):412-421.
    • (2004) J Hydraul Eng , vol.130 , Issue.5 , pp. 412-421
    • Schwanenberg, D.1    Harms, M.2
  • 35
    • 77749295552 scopus 로고    scopus 로고
    • Christchurch harbour hydroworks modelling. , Blackpool, UK, 1998
    • Searby D, Dean A, Margetts J. Christchurch harbour hydroworks modelling. , Blackpool, UK, 1998
    • Searby, D.1    Dean, A.2    Margetts, J.3
  • 36
    • 0032078628 scopus 로고    scopus 로고
    • An unstructured finite-volume algorithm for predicting flow in rivers and estuaries
    • Sleigh PA, Gaskell PH, Berzins M, Wright NG. An unstructured finite-volume algorithm for predicting flow in rivers and estuaries. Comput Fluids 1998, 27((4)):479-508.
    • (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
  • 37
    • 77749264984 scopus 로고    scopus 로고
    • Effects of a sharp bend on dam-break flow. , Graz, Austria, 1999
    • Soares-FrazãO S, Zech Y. Effects of a sharp bend on dam-break flow. , Graz, Austria, 1999
    • Soares-FrazãO, S.1    Zech, Y.2
  • 39
    • 77749243138 scopus 로고    scopus 로고
    • Modelling urban drainage best management practices with Hydroworks/Infoworks. , Blackpool, UK
    • Swan A, Stovin V, Reeves M. 1999, Modelling urban drainage best management practices with Hydroworks/Infoworks. , Blackpool, UK
    • (1999)
    • Swan, A.1    Stovin, V.2    Reeves, M.3
  • 40
    • 77749271155 scopus 로고
    • Dynamically linked two-dimensional/one-dimensional hydrodynamic modelling program for rivers, estuaries & coastal waters. M.Eng.Sc. Thesis, Department of Civil Engineering, The University of Queensland
    • Syme WJ. 1991, Dynamically linked two-dimensional/one-dimensional hydrodynamic modelling program for rivers, estuaries & coastal waters. M.Eng.Sc. Thesis, Department of Civil Engineering, The University of Queensland
    • (1991)
    • Syme, W.J.1
  • 41
    • 36148991902 scopus 로고    scopus 로고
    • A comparison of one- and two-dimensional approaches to modelling flood inundation over complex upland floodplains
    • Tayefi V, Lane SN, Hardy RJ, Yu D. A comparison of one- and two-dimensional approaches to modelling flood inundation over complex upland floodplains. Hydrologic Proc 2007, 21((23)):3190-3202.
    • (2007) Hydrologic Proc , vol.21 , Issue.23 , pp. 3190-3202
    • Tayefi, V.1    Lane, S.N.2    Hardy, R.J.3    Yu, D.4
  • 45
    • 33644919449 scopus 로고    scopus 로고
    • Linking Riemann and storage cell models for flood prediction
    • Villanueva I, Wright NG. Linking Riemann and storage cell models for flood prediction. Proc Inst Civil Eng Water Manag 2006, 159((1)):27-33.
    • (2006) Proc Inst Civil Eng Water Manag , vol.159 , Issue.1 , pp. 27-33
    • Villanueva, I.1    Wright, N.G.2
  • 46
    • 77749295556 scopus 로고    scopus 로고
    • Wallingford Software, Wallingford Software
    • Infoworks 9.5 RS/CS help 2008, Wallingford Software, Wallingford Software
    • (2008) Infoworks 9.5 RS/CS help
  • 47
    • 0018325929 scopus 로고
    • Errors arising from irregular boundaries in ADI solutions of the shallow-water equations
    • Weare TJ. Errors arising from irregular boundaries in ADI solutions of the shallow-water equations. Int J Numer Meth Eng 1979, 14((6)):921-931.
    • (1979) Int J Numer Meth Eng , vol.14 , Issue.6 , pp. 921-931
    • Weare, T.J.1
  • 48
    • 27744507343 scopus 로고    scopus 로고
    • Spatially distributed observations in constraining inundation modelling uncertainties
    • Werner M, Blazkova S, Petr J. Spatially distributed observations in constraining inundation modelling uncertainties. Hydrologic Proc 2005, 19((16)):3081-3096.
    • (2005) Hydrologic Proc , vol.19 , Issue.16 , pp. 3081-3096
    • Werner, M.1    Blazkova, S.2    Petr, J.3
  • 50
    • 0030322009 scopus 로고    scopus 로고
    • Approximate Riemann solvers in FVM for 2D hydraulic shock wave modeling
    • Zhao DH, Shen HW, Lai JS, Tabios GQ. Approximate Riemann solvers in FVM for 2D hydraulic shock wave modeling. J Hydraul Eng 1996, 122((12)):692-702.
    • (1996) J Hydraul Eng , vol.122 , Issue.12 , pp. 692-702
    • Zhao, D.H.1    Shen, H.W.2    Lai, J.S.3    Tabios, G.Q.4
  • 51
    • 0032851513 scopus 로고    scopus 로고
    • Catastrophic collapse of water supply reservoirs in urban areas
    • Zoppou C, Roberts S. Catastrophic collapse of water supply reservoirs in urban areas. JHydraul Eng 1999, 125((7)):686-695.
    • (1999) JHydraul Eng , vol.125 , Issue.7 , pp. 686-695
    • Zoppou, C.1    Roberts, S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.