TECHNICAL PAPERS
Apr 15, 2002

Two-Dimensional Modeling of Floods to Map Risk-Prone Areas

Publication: Journal of Water Resources Planning and Management
Volume 128, Issue 3

Abstract

The assessment of flood risk is a difficult task and usually requires solution of a flood routing problem as a part of the assessment. Due to the large number of scenarios that have to be developed and analyzed, simplified numerical models are used for the computation of flooded areas in each scenario. More sophisticated models are often too complex to manage or, due to their design generality, not well suited to deal with the specific needs of flood routing problems. A comparison among three different models, with varying degrees of simplification and abstraction, is presented and discussed. Some considerations on the effectiveness of simpler models are drawn, focusing on the prediction of flooded areas.

Get full access to this article

View all available purchase options and get full access to this article.

References

Bates, P. D., Anderson, M. G., and Hervouet, J.-M. (1994). “Computation of a flood event using a two dimensional finite element model and its comparison to field data.” Proc., Modelling of Flood Propagation Over Initially Dry Areas, P. Molinaro and L. Natale, eds., ASCE, New York, 243–256.
Bladè, E., Gomez, M., and Dolz, J. (1994). “Quasi-two dimensional modelling of flood routing in rivers and flood plains by means of storage cells.” Proc., Modelling of Flood Propagation Over Initially Dry Areas, P. Molinaro and L. Natale, eds., ASCE, New York, 156–170.
Cappelaere, B.(1997). “Accurate diffusive wave routing.” J. Hydraul. Eng., 123(3), 174–181.
Cunge, J. A.(1969). “On the subject of a flood propagation computation method (Muskingum method).” J. Hydraul. Res., 7(2), 205–230.
Greco, M., Oliveri, E., and Leopardi, A. (1999). “Computation of flooded areas.” Dipartimento di Ingegneria Idraulica ed Ambientale “Girolamo Ippolito,” Univ. “Federico II” di Napoli, 914 (in Italian).
Han, K. Y., Lee, J. T., and Park, J. H.(1998). “Flood inundation analysis resulting from Levee-break.” J. Hydraul. Res., 36(5).
Juza, B., and Barad, M. (2000). “Dynamic and steady state modeling approaches to riverine hydraulic studies using 1-D, looped 1-D and 2-Dimensional topological discretization.” 〈http://www.engr.ucdavis.edu/∼edllab/Users/Barad/Papers/Hydroinformatics2000.pdf〉.
Lai, C. (1977). “Computer simulation of two-dimensional unsteady flows in estuaries and embayments by the method of characteristics.” WRI77-85, U.S. Geological Survey.
Laura, R. A.and Wang, J. D.(1984). “Two-dimensional flood routing on steep slopes.” J. Hydraul. Div., 110(8), 1121–1135.
Maione, U., Mignosa, P., and Tanda, M. G.(1986). “Influenza di un rilevato stradale su un’inondazione.” Ingegneria Ambientale 15(1) (in Italian).
McCowan, A., and Collins, N. (2001). “The use of MIKE 21 for full two-dimensional flood impact assessment.” 〈http://www.dhi.dk/softcon/papers/030/DHIflood.html〉.
Molinaro, P., Di Filippo, A., and Ferrari, F. (1994). “Modelling of flood wave propagation over flat dry areas of complex topography in presence of different infrastructures.” Proc., Modelling of Flood Propagation Over Initially Dry Areas, P. Molinaro and L. Natale, eds., ASCE, New York.
Natale, L., Gallati, M., and Braschi, G. (1990). “La simulazione delle inondazioni in ambiente urbano.” Rapp. int. n. 152 del Dipartimento di Ingegneria Idraulica ed Ambientale, Univ. di Pavia (in Italian).
O’Brien, J. S., Julien, P. Y., and Fullerton, W. T.(1993). “Two-dimensional water flood and mudflow simulation.” J. Hydraul. Eng., 119(2), 244–261.
Oliveri, E., Tucciarelli, T., and La Loggia, C. (1996). “Un Modello per la simulazione di inondazioni in ambiente urbano: applicazioni all’alluvione di Palermo del 1931.” L’Energia Elettrica, 73(3) (maggio-giugno) (in Italian).
Ponce, V. M., Li, Ruh-Ming, and Simons, D. B.(1978). “Applicability of kinematic and diffusion models.” J. Hydraul. Div., 104(3), 353–360.
Strelkoff, T., and Katopodes, N.(1977). “End depth under zero-inertia conditions.” J. Hydraul. Div., 103(7), 699–711.
TABS numerical modeling system. (2001). TABS-MD WES RMA2. 〈http://chl.wes.army.mil/software/tabs/rma2.htp〉.
Tingsanchali, T., and Dey, A. K. (2000). “Flood simulation model study for Ganges River, Bangladesh.” Proc., IWRA Xth World Water Congress, Melbourne, Australia.
Zanobetti, D., and Lorgere, H.(1968). “Le modele mathematique du Delta du Mekong.” La Houille Blanche, XXIII 1, 4, 5 (in French).

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 128Issue 3May 2002
Pages: 168 - 178

History

Received: Jun 21, 2000
Accepted: Jul 17, 2001
Published online: Apr 15, 2002
Published in print: May 2002

Permissions

Request permissions for this article.

Authors

Affiliations

Angelo Leopardi
PhD Student, Dipartimento di Ingegneria Idraulica ed Ambientale “Girolamo Ippolito,” Univ. degli Studi di Napoli “Federico II,” via Claudio, 21 80125 Napoli, Italy.
Elisa Oliveri
PhD Engineer, Dipartimento di Ingegneria Idraulica ed Applicazioni Ambientali, Univ. degli Studi di Palermo, viale delle Scienze, 90128 Palermo, Italy.
Massimo Greco, M.ASCE
Full Professor, Dipartimento di Ingegneria Idraulica ed Ambientale “Girolamo Ippolito,” Univ. degli Studi di Napoli “Federico II,” via Claudio, 21 80125 Napoli, Italy.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share