Modelling of Retention Reservoirs Network Running to Optimize the Storm Water Management
Journal of Civil, Construction and Environmental Engineering
Volume 1, Issue 1, December 2016, Pages: 30-33
Received: Oct. 19, 2016; Accepted: Nov. 2, 2016; Published: Dec. 5, 2016
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Authors
Amamba Itoumba F., LGCgE Laboratory, Lille 1 University, Lille, France
Buyle-Bodin F., LGCgE Laboratory, Lille 1 University, Lille, France
Blanpain O., TVES Laboratory, Lille 1 University, Lille, France
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Abstract
In urban environments, or in the areas where storms are frequent and violent, it is advisable to temporarily store rainfall in balancing reservoir before slackening them with flow controlled in the sewer system or in the natural environment, which limits the risks of flood and the environmental impact. The dimension of these reservoirs can be sizeable and their establishment on saturated site may be complicated and expensive. The solution suggested in this study is to distribute the retention on several reservoirs connected to each other by pipes and controlled by nozzles, and to exploit their respective capacity and the conditions of transfer to optimize the downstream flow in the network or in the natural environment. A numerical model named tank type was developed, which represents with a good level of precision the heights in the reservoirs and the flows transferred according to time as well as intensity and duration of the rain. This simplified model incremented according to a step of time adjusted with the intensity of the rain works in volumes and flow. The hydraulic conditions of flow are not considered. The model is validated by several studies of sensitivity on meshes or series of 2 or 3 reservoirs and opens up the way for a fast and reliable tool of pre dimensioning.
Keywords
Urban Hydraulics, Management of Rainwater, Alternative Cleansing, Modelling
To cite this article
Amamba Itoumba F., Buyle-Bodin F., Blanpain O., Modelling of Retention Reservoirs Network Running to Optimize the Storm Water Management, Journal of Civil, Construction and Environmental Engineering. Vol. 1, No. 1, 2016, pp. 30-33. doi: 10.11648/j.jccee.20160101.14
Copyright
Copyright © 2016 Authors retain the copyright of this article.
This article is an open access article distributed under the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/) which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
References
[1]
Encyclopédie de l’Hydrologie Urbaine et de l’Assainissement, B. Chocat et al., Lavoisier ed., Paris, 1997.
[2]
Stormwater Retention Basins, J-M Bergue, Y. Ruperd, Balkema ed., Rotterdam, 2000.
[3]
La Ville et son Assainissement, CERTU, CEREMA ed., Lyon, 2003.
[4]
Hydrological Dimensioning and Operation of Reservoirs: Practical Design Concepts and Practicals, I. V. Nagy, K. Asante-Duah, I. Zsuffa, Kluwers Academic Publishers, Springer ed., Dordrecht, 2002.
[5]
Limitation des débits d’eaux pluviales en zones urbanisées: Quelles valeurs? Sur la base de quels critères? Que dit la législation?, M. Guelzim, ENGREF, Strasbourg, 2007 https://www.agroparistech.fr/IMG/pdf/Guelzim.pdf.
[6]
Stormwater management and climate change: vulnerability and capacity for adaptation in urban and suburban contexts. Moore, Trisha; Gulliver, John; Stack, Latham; Simpson, Michael Climatic Change. Oct2016, Vol. 138 Issue 3/4, p 491-504.
[7]
Classic Optimization Techniques Applied to Stormwater and Nonpoint Source Pollution Management at the Watershed Scale, Limbrunner, J. F., Vogel, R. M., Chapra, S. C., Kirshen, P. H., Journal of Water Resources Planning and Management, Sept.-Oct. 2013, vol. 139, no. 5, pp. 486-91.
[8]
Decision Support Tool for energy-efficient, sustainable and integrated urban stormwater management, Adrián Morales-Torres, Ignacio Escuder-Bueno, Ignacio Andrés-Doménech, Sara Perales-Momparler, Environmental Modelling & Software, Volume 84, October 2016, Pages 518–528.
[9]
Optimizing Retention Basin Networks, Q. Travis, L. Mays, Journal of Water Resources Planning and Management, ASCE ed., Volume 134, Issue 5 (September 2008).
[10]
Use the Method of Dimensioning of Infiltration-Retention Basins for Management of Rainwater E. Suchanek, M. Mrowiec, Ecological Engineering, 41: 160, 165, PTIE ed., Warszawa, Poland, 2015.
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