CASE STUDIES
Jul 13, 2009

Case Study: Design of Flood Control Systems on the Vara River by Numerical and Physical Modeling

Publication: Journal of Hydraulic Engineering
Volume 135, Issue 12

Abstract

In the present paper, we investigate the effectiveness of a flood defense project based on storage reservoirs, presently under study for the Magra River and Vara River (Italy). We have focused the analysis on two detention reservoirs and studied their response to different hydrological scenarios mostly in terms of flood mitigation efficiency, leaving aside sediment transport issues. The analysis has been carried out with the aid of a physical model and one-dimensional numerical simulations. Experimental and numerical simulations have been performed spanning a wide range of hydrological conditions. Some of the results can be generalized for different applications where similar flood control systems are employed.

Get full access to this article

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

Acknowledgments

The present research project has been cofunded by Autorita’ di Bacino del Fiume Magra. The MODITE project is also acknowledged.

References

Avakyan, A. B., and Polyushkin, A. (1989). “Flood control experience in the usa.” Power Tech. and Eng., 23(1), 53–58.
Bunte, K., and Abt, S. R. (2001). “Sampling surface and subsurface particle-size distributions in wadable gravel- and cobble-bed streams for analyses in sediment transport, hydraulics, and streambed monitoring.” Gen. Tech. Rep. No. RMRS-GTR-74, U.S. Dept. of Agriculture, Forest Service, Rocky Mountain Research Station, Fort Collins, Colo.
Capart, H., Bogaerts, C., Kevers-Leclercq, J., and Zech, Y. (1999). “Robust numerical treatment of flow transitions at drainage pipe boundaries.” Water Sci. Technol., 39(9), 113–120.
Engelund, F. (1964). “Book of abstracts.” Rep. No. 6, Univ. of Denmark.
Fritz, H. M., and Hager, W. H. (1998). “Hydraulics of embankment weirs.” J. Hydraul. Eng., 124(9), 963–971.
Garcia-Navarro, P., and Alcrudo, F. (1992). “1D open channel flow simulation using TVD McCormack scheme.” J. Hydraul. Eng., 118(10), 1359–1373.
Giesecke, J. (2007). “Dams and flood control-systems of detention reservoirs in southwestern Germany.” Proc., 14th German Dam Symp., ⟨http://www.talsperrenkomitee.de/german_research/index.cgi/page/2⟩.
MacCormack, R. (1971). “Numerical solution of the interaction of a shock wave with a laminar boundary layer.” Proc. 2nd Int. Conf. on Numerical Methods in Fluid Dynamics, Springer, Berlin, 151–163.
Parker, G. (1990). “Surface-based bedload transport relation for gravel rivers.” J. Hydraul. Res., 20(4), 417–436.
Righetti, M., Armanini, A., and Rampanelli, L. (2004). “Effetto della scabrezza di parete in alvei vegetati.” Proc., 29th Convegno Nazionale di Idraulica e Costruzioni Idrauliche, BIOS, 549–554.
Savage, B. M., and Johnson, M. C. (2001). “Flow over ogee spillway: Physical and numerical model case study.” J. Hydraul. Eng., 127(8), 640–649.
Siviglia, A., Nobile, G., and Colombini, M. (2008). “Quasi-conservative formulation of the one dimensional Saint Venant-Exner model.” J. Hydraul. Eng., 134(10), 1521–1526.
Slutzman, J., and Smith, J. (2006). “Effects of flood control structures on flood response for hurricane Floyd in the Brandwyne Creek Watershed, Pennsylvania.” J. Hydrol. Eng., 11(5), 432–441.
Tseng, M. (2003). “The improved surface gradient method for flow simulation in variable bed topography channel using tvd-maccormack scheme.” Int. J. Numer. Methods Fluids, 43, 71–91.
Wu, B., Wang, G., Ma, J., and Zhang, R. (2005). “Case study: River training and its effects on fluvial processes in the Lower Yellow River, China.” J. Hydraul. Eng., 131(2), 85–96.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 135Issue 12December 2009
Pages: 1063 - 1072

History

Received: Feb 15, 2008
Accepted: Jul 8, 2009
Published online: Jul 13, 2009
Published in print: Dec 2009

Permissions

Request permissions for this article.

Authors

Affiliations

Annunziato Siviglia [email protected]
Dr., Dept. of Civil and Environmental Engineering, Univ. of Trento, via Mesiano 77, Trento 38050, Italy (corresponding author). E-mail: [email protected].
Alessandro Stocchino [email protected]
Dr., Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Genova, via Montallegro 1, Genova 16145, Italy. E-mail: [email protected]
Marco Colombini [email protected]
Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Genova, via Montallegro 1, Genova 16145, Italy. E-mail: [email protected]

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