Influence of the Spatial Configuration of the Irrigated Zone on the Irrigation Network Layout Design
Publication: Journal of Irrigation and Drainage Engineering
Volume 135, Issue 5
Abstract
The present work aims at taking us closer to the study of the influence of the spatial configuration of the irrigated zone on the unit cost (€/ha) of a layout irrigation network design. The layout analyzed in this paper is carried out by means of the algorithm, based on the graph theory which eliminates the skill or experience of the designer, thus giving rise to homogeneous results. These layouts are sized using the method of the modified economic series. Then, the irrigated zone is studied by applying spatial analysis techniques and calculating a series of variables that may have some effects on the cost (€/ha) of the network. Finally, we look for the existing relationship between the spatial variables and the cost by using the statistical technique of multiple regression analysis. Variables such as accessibility of supply, location of the network origin, total irrigated area, density of irrigable plots, perimeter, or hydrants spatial point pattern are extremely important in the cost of the network. The statistical model explains more than 99% of the variability found in unit cost. The equation obtained may be very useful before performing a design, in order to find out a suitable location of the network origin, as well as to check if the design of a single network is preferred to the alternative of dividing it into several smaller networks. Moreover, it would also be interesting to verify if the hydrant spatial point pattern as a whole is appropriate.
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Acknowledgments
The writers thank the reviewers for their valuable suggestions.
References
Alperovits, E., and Shamir, U. (1977). “Design of optimal water distribution system.” Water Resour. Res., 13(6), 885–900.
Arviza, J. (1991). Riego localizado, Servicio de Publicaciones de la Universidad Politécnica de Valencia, Valencia (in Spanish).
Awumah, K., Bhatt, S. K., and Goulter, I. C. (1989). “An integer programming model for layout design of water distribution networks.” Eng. Optimiz., 15, 57–70.
Bhave, P. R., and Lam, C. F. (1983). “Optimal layout for branching distribution networks.” J. Transp. Eng., 109(4), 534–547.
Bosque Sendra, J. (1997). Sistemas de información geográfica, Rialp, Madrid (in Spanish).
Clark, P. J., and Evans, F. C. (1954). “Distance to nearest neighbor as a measure of spatial relationships in populations.” Ecology, 3(5), 445–453.
Clement, R. (1966). “Calcul des debits dans les reseaux d’irrigation fonctionant a la demande.” Houille Blanche, 5, 553–575 (in French).
Davidson, J. W. (1999). “Evolution program for layout geometry of rectilinear looped networks.” J. Comput. Civ. Eng., 13(4), 246–253.
Davidson, J. W., and Goulter, I. C. (1995). “Evolution program for design of rectilinear branched networks.” J. Comput. Civ. Eng., 9(2), 112–121.
Devi Prasad, T., and Nam-Sik, P. (2002). “Multiobjective genetic algorithms for design of water distribution networks.” J. Water Resour. Plann. Manage., 130(1), 73–82.
Dijkstra, E. W. (1959). “A note on two problems in connection with graphs.” Numer. Math., 1, 269–271.
García Prats, A. (2004). “Definición en planta de redes de riego a presión de mínimo coste de implantación y gestión mediante sistemas de información geográfica.” Ph.D. thesis, Univ. Politécnica de Valencia.
García Prats, A., and Guillem Picó, S. (2007). “Layout design of irrigation networks in highly parcelled territories using geographical information system.” J. Irrig. Drain. Eng., 133(6), 573–582.
Goulter, I. G., and Morgan, D. R. (1985). “An integrated approach to the layout and design of water distribution systems.” Civ. Eng. Syst., 1(2), 104–113.
Labye, Y., Olson, M. A., Galand, A., and Tsiourtis, N. (1988). “Design and optimization of irrigation distributions networks.” Irrigation and Drainage Rep. No. 44, Food and Agricultural Organization of the United Nations, Rome.
Lejano, R. P. (2006). “Optimizing the layout and design of branched pipeline water distribution systems.” Irrig. Drain. Syst., 20, 25–137.
Marques Gonçalves, G., and Vaz Pato, M. (2000). “A three-phase procedure for designing an irrigation system’s water distribution network.” Ann. Operat. Res., 94, 163–179.
Munizaga, E. (1971). Redes de agua potable: Diseño y dimensionamiento, Instituto Eduardo Torroja, Madrid, 335 (in Spanish).
O’Sullivan, D., and Unwin, D. J. (2002). Geographic information analysis, Wiley, New York.
Planells Alandí, P., Ortega Álvarez, J. F., and Tarjuelo Martín-Benito, J. M. (2007). “Optimization of irrigation water distribution networks, layout included.” Agric. Water Manage., 88(1–3), 110–118.
Rowell, W. F., and Barnes, W. (1982). “Obtaining layout of water distribution systems.” J. Hydraul. Div., 108(1), 137–148.
Unwin, D. (1981). Introductory spatial analysis, Methuen, London.
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© 2009 ASCE.
History
Received: Mar 5, 2008
Published online: Feb 7, 2009
Accepted: Jun 2, 2009
Published in print: Oct 2009
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