Environmental Engineering Reference
In-Depth Information
of the shallow water equations. Advances in Water
Resources, 29, 1833-1845.
Liang, D., Lin, B. and Falconer, R. (2007a) A boundary-
fitted numerical model for flood routing with shock-
capturing capability.
N ´elz, S. and Pender, G. (2007) Parameterisation of
square-grid hydrodynamic models of inundation in
the urban area. In: Proceedings of the 32nd Congress
of the International Association of Hydraulic Engi-
neering and Research, Venice, July 1-6.
N ´elz, S. and Pender, G. (2008) Grid resolution depen-
dency in inundation modelling: a case study. In:
Samuels P., Huntington S., Allsop W. and Harrop J.
(eds) Flood RiskManagement: Research and Practice.
Taylor and Francis Group, London.
N ´elz, S., Pender, G., Villanueva, I. et al. (2006) Using
remotely sensed data to support flood modelling. Pro-
ceedings of the Institution of Civil Engineers, Journal
of Water Management, 159, 35-43.
Ottosen, N. and Petersson, H. (1992) Introduction to the
Finite Element Method. Prentice Hall.
Owen, S.J. and Shephard, M.S. (2003) Trends in unstruc-
tured mesh generation. Special Issue: International
Journal for Numerical Methods in Engineering, 58,
159-160.
Pappenberger, F., Beven, K.J., Horritt, M.S. and Blazkova,
S. (2005) Uncertainty in the calibration of effective
roughness parameters in HEC-RAS using inundation
and downstream level observations. Journal of Hy-
drology, 302, 46-69.
Pender, G. (2006) Briefing: Introducing Flood Risk
Management Research Consortium. Proceedings of
the Institution of Civil Engineers, Water Manage-
ment, 159, 3-8.
Rodi, W. (1980) Turbulence Models and their Applica-
tion in Hydraulics. IAHR, Delft.
Roe, P. (1981) Approximate Riemann solvers, parameter
vectors and difference schemes. Journal of Computa-
tional Physics, 43, 357-372.
Romano, M.E. (2004) Innovation in LiDAR Processing
Technology. Photogrammetric Engineering and Re-
mote Sensing, 70, 1201-1206.
Rungø, M. and Olesen, K. (2003) Combined 1- and
2-dimensional flood modelling. Proceedings of the
4th IranianHydraulics Conference, 21-23Oct, Shiraz,
Iran.
Samuels, P., Bramley, M. and Evans, E. (2002) A New
Conveyance Estimation System. Defra Flood and
Coastal Risk Management Conference.
Sanders, B.F., Schubert, J.E. and Gallegos, H.A. (2008)
Integral formulation of shallow-water equations with
anisotropic porosity for urbanfloodmodelling. Journal
of Hydrology, 362, 19-38.
Sauvaget, P., David, E., Demmerle, D. and Lefort, P.
(2000) Optimum design of a large flood relief culvert
under
Journal of Hydrology, 332,
477-486.
Liang, D., Falconer, R. and Lin, B. (2007b) Linking
one- and two-dimensional models for free surface
flows. Proceedings of the Institution of Civil En-
gineers,
Journal
of Water Management,
160,
145-151.
Liang, Q., Du, G., Hall, J. and Borthwick, A. (2008) Flood
inundation modeling with an adaptive quadtree grid
shallow water equation solver. Journal of Hydraulic
Engineering, ASCE, 34, 1603-1610.
Lin, B., Wicks, J.M., Falconer, R.A. and Adams, K. (2006)
Integrating 1D and 2Dhydrodynamic models for flood
simulation. Proceedings of the Institution of Civil
Engineers, Water Management, 159, 19-25.
Liu X. (2008) Airborne LiDAR for DEMgeneration: some
critical issues. Progress in Physical Geography, 32,
31-49.
Mason, D.C., Cobby, D.M., Horritt, M.S. and Bates, P.D.
(2003) Floodplain friction parameterization in two-
dimensional river flood models using vegetation
heights from airborne scanning laser altimetry.
Hydrological Processes, 17, 1711-1732.
Mason, D.C., Horritt,M.S., Hunter, N.M. and Bates, P.D.
(2007) Use of fused airborne scanning laser altimetry
and digital map data for urban flood modelling.
Hydrological Processes, 21, 1436-1477.
Moore, G.E. (1965) Cramming more components onto
integrated circuits. Electronics Magazine, 38(8),
114-117.
Morris, A., Ingram, D. and Mingham, C. (2006) Two-
dimensional flood simulation using the cartesian
cut-cell method. In: 7th International Conference on
Hydroinformatics, HIC 2006, Nice, France.
Morvan, H., Pender, G., Wright, N.G. and Ervine, D.A.
(2002) Three-dimensional hydrodynamics of
meandering compound channels. Journal of Hydrau-
lic Engineering, 128, 674.
Morvan, H.P., Knight, D.W., Wright, N.G., Tang, X.N.
and Crossley, A.J. (2008) The concept of roughness in
fluvial hydraulics and its formulation in 1-D,2-D and
3-Dnumerical simulationmodels. Journal of Hydrau-
lic Research, 46, 191-208.
Namin, M., Lin, B. and Falconer, R.A. (2004) Modelling
estuarine and coastal flows using an unstructured
triangular finite volume algorithm. Advances in
Water Resources, 27, 1179-1197.
the A89 motorway in the Dordogne-Isle
