Modelling urban floods at submetre resolution: challenges or opportunities for flood risk management?

Journal of Flood Risk Management

Volumn 11, Issue , 2018, Pages S855-S865

  de Almeida, G A M ^a   Bates, P ^b   Ozdemir, H ^c  

^a UNIVERSITY OF SOUTHAMPTON   (United Kingdom)

^b UNIVERSITY OF BRISTOL   (United Kingdom)

^c ISTANBUL UNIVERSITY   (Turkey)

Author keywords

Flood resilience; modelling; terrestrial LiDAR; urban flood

Indexed keywords

EXPERIMENTAL STUDY; FLOOD; HYDROLOGICAL MODELING; LIDAR; PRECIPITATION INTENSITY; RISK ASSESSMENT; SPATIAL RESOLUTION; TERRAIN; TWO-DIMENSIONAL MODELING; URBAN AREA;

EID: 85039701209     PISSN: None     EISSN: 1753318X     Source Type: Journal    
DOI: 10.1111/jfr3.12276     Document Type: Article

References (35)

1. Aronica G.T. & Lanza L.G. Drainage efficiency in urban areas: a case study. Hydrol Process 2005, 19, 1105–1119. doi: 10.1002/hyp.5648.
2. Bates P.D., Horritt M.S. & Fewtrell T.J. A simple inertial formulation of the shallow water equations for efficient two-dimensional flood inundation modelling. J Hydrol 2010, 387, 33–45. doi: 10.1016/j.jhydrol.2010.03.027.
3. Bazin P.-H., Nakagawa H., Kawaike K., Paquier A. & Mignot E. Modeling flow exchanges between a street and an underground drainage pipe during urban floods. J Hydraul Eng 2014, 140, (10), 04014051.
4. Begnudelli L. & Sanders B. Unstructured grid finite-volume algorithm for shallow-water flow and scalar transport with wetting and drying. J Hydraul Eng 2006, 132, (4), 371–384.
5. Begnudelli L., Sanders B.F. & Bradford S.F. Adaptive Godunov-based model for flood simulation. J Hydraul Eng 2008, 134, (6), 714–725.
6. Cunge J.A., Holly F.M. & Verwey A. Practical aspects of computational river hydraulics. London: Pitman, 1980.
7. de Almeida G.A.M., Bates P.D., Freer J. & Souvignet M. Improving the stability of a simple formulation of the shallow water equations for 2D flood modeling. Water Resour Res 2012, 48. doi: 10.1029/2011WR011570.
8. 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, 1–12. doi: 10.1002/wrcr.20366.
9. DEFRA Future water: the government's water strategy for England. CM7319. London: DEFRA, 2008.
10. Delleur J.W. The evolution of urban hydrology. J Hydraul Eng 2003, 129, 563–573.
11. Djordjevic S., Prodanovic D. & Maksimovic C. An approach to simulation of dual drainage. Water Sci Technol 1999, 39, (9), 95–103.
12. Dottori F., Di Baldassarre G. & Todini E. Detailed data is welcome, but with a pinch of salt: accuracy, precision, and uncertainty in flood modeling. Water Resour Res 2013, 49, 6079–6085.
13. Environment Agency Flooding in England: a national assessment of flood risk. Bristol: Environment Agency, 2009.
14. Evans E.P., Simm J.D., Thorne C.R., Arnell N.W., Ashley R.M., Hess T.M., Lane S.N., Morries J., Nicholls R.J., Penning-Rowsell E.C., Reynard N.S., Saul A.J., Tapsell S.M., Watkinson A.R. & Whether H.S. An update of the Foresight Future Flooding 2004 qualitative risk analysis. London: Cabinet Office, 2008.
15. Fang X. & Su D. An integrated one-dimensional and two-dimensional urban stormwater flood simulation model. J Am Water Resour Assoc 2005, 42, (3), 713–724.
16. Gallegos H.A., Schibert J.E. & Sanders B.F. Two-dimensional, high-resolution modeling of urban dam-break flooding: a case study of Balwin Hills, California. Adv Water Resour 2009, 32, 1323–1335.
17. Gallien T.W., Schibert J.E. & Sanders B.F. Predicting tidal flooding of urbanised embayments: a modeling framework and data requirements. Coast Eng 2011, 58, 567–577.
18. Guinot V. Multiple porosity shallow water models for macroscopic modelling of urban floods. Adv Water Resour 2012, 37, 40–72.
19. Kurganov A. & Petrova G. Central-upwind schemes on triangular grids for hyperbolic systems of conservation laws. Numer Methods Partial Differ Equ 2004, 21, 536–552.
20. Leandro J., Chen A., Djordjevic S. & Savic D.A. Comparison of 1D/1D and 1D/2D coupled (sewer/surface) hydraulic models for urban flood simulation. J Hydraul Eng 2009, 135, (6), 495–504.
21. LeVeque R.J. Finite volume methods for hyperbolic problems. Cambridge, MA: Cambridge University Press, 2002, 257 pp.
22. Liang Q. & Marche F. Numerical resolution of well-balanced shallow water equations with complex source terms. Adv Water Resour 2009, 32, 873–884.
23. Maksimovic C., Prodanovic D., Boonya-Aroonnet S., Leitao J.P., Djord-jevic S. & Allitt R. Overland flow and pathway analysis for modelling of urban pluvial flooding. J Hydraul Res 2009, 47, 512–523.
24. Mark O., Weesakul S., Apirumanekul C., Boonya-Aroonnet S. & Djordjevic S. Potential and limitations of 1D modelling of urban flooding. J Hydrol 2004, 299, 284–299.
25. Mignot E., Paquier A. & Haider S. Modeling floods in a dense urban area using 2D shallow water equations. J Hydrol 2006, 327, 186–199.
26. Molinaro P., Di Filippo A. & Ferrari F. Modelling of flood wave propagation over flat dry areas of complex topography in presence of different infrastructures. In: Proceedings of Specialty Conference on Modelling of Flood Propagation over Initially Dry Areas, Milan, Italy, 20–30 June, 1994, 209–225.
27. Nasello C. & Tucciarelli T. Dual multilevel urban drainage model. J Hydraul Eng 2005, 131, (9), 748–754.
28. Ozdemir H., Sampson C.C., de Almeida G.A.M. & Bates P.D. Evaluating scale and roughness effects in urban flood modelling using terrestrial LiDAR data. Hydrol Earth Syst Sci 2013, 17, 4015–4030.
29. Sampson C., Fewtrell T.J., Duncan A., Shaad K., Horritt M.S. & Bates P.D. Use of terrestrial laser scanning data to drive decimetric resolution urban inundation models. Adv Water Resour 2012, 41, 1–17.
30. Sanders B. Integration of a shallow water model with a local time step. J Hydraul Res 2008, 46, (4), 466–475. doi: 10.3826/jhr.2008.3243.
31. Sanders B., 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.
32. Soares-Frazao S., Lhomme J., Guinot V. & Zech Y. Two-dimensional shallow-water model with porosity for urban flood modeling. J Hydraul Res 2008, 46, (1), 45–64.
33. Schmitt T.G., Thomas M. & Ettrich N. Analysis and modelling of flooding in urban drainage systems. J Hydrol 2004, 299, 300–311.
34. Valiani A. & Begnudelli L. Divergence form for bed slope source term in shallow water equations. J Hydraul Eng 2006, 132, (7), 652–665.
35. Yoon T.H. & Kang S.-K. Finite volume for two-dimensional shallow water flows on unstructured grids. J Hydraul Eng 2004, 130, (7), 678–688.