Design hydrograph and routing scheme for flood mapping in a dense urban area

References

• Aronica , G. T. and Lanza , L. G. 2005 . Drainage efficiency in urban areas: a case study . Hydrological Processes , 19 : 1105 – 1119 .
   Web of Science ®Google Scholar
• Artina , S. 1997 . Sistemi di fognatura. Manuale di progettazione. chs. X, XVIII , Milan : Hoepli (in Italian) .
   Google Scholar
• Ashfaq , A. and Webster , P. 2000 . The timing of runoff response in design flood analysis . Hydrological Processes , 14 : 1217 – 1233 .
   Web of Science ®Google Scholar
• Boss International . http://www.bossintl.com
   Google Scholar
• Castelli , F. 1994 . “ Spatial scales of frontal precipitation ” . In Advances in distributed hydrology , Edited by: Rosso , R. 87 – 114 . Water Resources Publications .
   Google Scholar
• Chow , V. T. , Maidment , D. R. and Mays , L. V. 1988 . Applied hydrology , McGraw-Hill .
   Google Scholar
• De Michele , C. 2005 . Bivariate statistical approach to check adequacy of dam spillway . Journal of Hydrologic Engineering , 10 ( 1 ) : 50 – 57 .
   Web of Science ®Google Scholar
• FEMA, Federal Emergency Management Agency . 2002 . Guidelines and specifications for flood hazard mapping partners , FEMA Publications .
   Google Scholar
• Ferrante , M. , Napolitano , F. and Ubertini , L. 2000 . Optimization of transportation networks during urban flooding . Journal of the American Water Resources Association , 36 ( 5 ) : 1115 – 1120 .
   Web of Science ®Google Scholar
• Goodrich , D. C. , Woolhiser , D. A. and Keefer , T. O. 1991 . Kinematic routing using finite elements on a triangular irregular network . Water Resources Research , 27 ( 6 ) : 995 – 1003 .
   Web of Science ®Google Scholar
• Horrit , M. S. and Bates , P. D. 2001 . Predicting floodplain inundation: raster-based modelling versus the finite element approach . Hydrological Processes , 15 : 825 – 842 .
   Web of Science ®Google Scholar
• Inoue , K. , Kawaike , K. and Hayashi , H. 2000 . Numerical simulation models of inundation flow in urban area . Journal of Hydroscience and Hydraulic Engineering , 18 ( 1 ) : 119 – 126 .
   Google Scholar
• König , A. , Sægrov , S. and Schilling , W. . Damage assessment for urban flooding . Ninth International Conference on Urban Drainage . Portland Oregon, USA.
   Google Scholar
• Labadie , G. 1992 . Flood waves and flooding models. Pre-Proc. . NATO-ASI on Coping with Floods , : 1 – 45 .
   Google Scholar
• Leopardi , A. , Oliveri , E. and Greco , M. 2002 . Two-dimensional modelling of floods to map risk-prone areas . Journal of Water Resources Planning and Management , 128 ( 3 ) : 168 – 178 .
   Web of Science ®Google Scholar
• Maidment , D. R. 1993 . Handbook of hydrology , McGraw-Hill .
   Google Scholar
• Mancini , M. 1990 . La modellazione distribuita della risposta idrologica: effetti della variabilità spaziale e della scala di rappresentazione del fenomeno dell′assorbimento PhD thesis. Politecnico di Milano (in Italian)
   Google Scholar
• Mark , O. 2004 . Potential and limitations of 1D modelling of urban flooding . Journal of Hydrology , 299 : 284 – 299 .
   Web of Science ®Google Scholar
• Mignot , E. , Paquier , A. and Haider , S. 2006 . Modeling floods in a dense urban area using 2D shallow water equations . Journal of Hydrology , 327 : 186 – 199 .
   Web of Science ®Google Scholar
• Montaldo , N. , Mancini , M. and Rosso , R. 2004 . Flood hydrograph attenuation induced by a reservoir system: analysis with a distributed rainfall-runoff model . Hydrological Processes , 18 ( 3 ) : 545 – 563 .
   Web of Science ®Google Scholar
• Montaldo , N. , Ravazzani , G. and Mancini , M. 2007 . On the prediction of the Toce alpine basin floods with distributed hydrologic models . Hydrological Processes , 21 ( 5 ) : 608 – 621 .
   Web of Science ®Google Scholar
• Montaldo , N. 2002 . Coupling limited area models with distributed hydrologic models for flood forecasting: the Toce Basin study case . IAHS , 274 : 229 – 236 .
   Google Scholar
• Nasri , S. 2004 . Use of a geomorphological transfer function to model design floods in small hillside catchments in semiarid Tunisia . Journal of Hydrology , 287 : 197 – 213 .
   Web of Science ®Google Scholar
• Rabuffetti , D. 2008 . Verification of operational Quantitative Discharge Forecast (QDF) for a regional warning system. The AMPHORE case studies in the upper Po river . Natural Hazards and Earth System Sciences , 8 : 161 – 173 .
   Web of Science ®Google Scholar
• Regione Liguria, Autorità di Bacino di regionale . Piano di bacino stralcio per la difesa idraulica ed idrogeologica (Ambito di Bacino no. 7 – DIANESE) (in Italian)
   Google Scholar
• Rosso , R. 1994 . “ An introduction to spatially distributed modelling of basin response ” . In Advances in distributed hydrology , Edited by: Rosso , R. 3 – 30 . Water Resources Publications .
   Google Scholar
• Rosso , R. 2003 . Consulenza tecnico scientifica per la definizione degli ambiti normativi relativi alle fasce di inondabilità in funzione di tiranti idrici e velocità di scorrimento Abstract on http://www.regione.liguria.it (in Italian)
   Google Scholar
• Rulli , M. C. and Rosso , R. 2002 . An integrated simulation method for flash-flood risk assessment: 1. Frequency predictions in the Bisagno River by combining stochastic and deterministic methods . Hydrology and Earth system Sciences , 6 ( 2 ) : 267 – 283 .
   Web of Science ®Google Scholar
• Salvadori , G. and De Michele , C. 2004 . Analytical calculation of storm volume statistics involving Pareto-like intensity-duration marginals . Geophysical Research Letters , 31 ( 4 ) : L04502
   Google Scholar
• Sokolov , A. A. , Rantz , S. E. and Roche , M. 1976 . Methods of developing design-flood hydrographs. Flood computation methods compiled from world experience , Paris : UNESCO .
   Google Scholar
• Yue , S. 2002 . Approach for describing statistical properties of flood hydrograph . Journal of Hydrologic Engineering , 7 : 147 – 153 .
   Web of Science ®Google Scholar
• Wallingford Software . http://www.wallingfordsoftware.com/products/infoworks_cs/ [Accessed 8 July 2005]
   Google Scholar
• Wong , T. S.W. and Li , Y. 1999 . Theoretical assessment of changes in design flood peak of an overland plane for two opposing urbanization sequences . Hydrological Processes , 13 : 1629 – 1647 .
   Web of Science ®Google Scholar