Water Delivery System Planning Considering Irrigation Simultaneity
Publication: Journal of Irrigation and Drainage Engineering
Volume 129, Issue 4
Abstract
Time should be considered in carrying out the design and management of demand irrigation distribution systems. In this paper, a method to characterize the pumping flow in demand pressurized systems throughout the day and irrigation season is presented. This method considers the temporal evolution of water requirements during the irrigation season and water demand concentration in certain periods of the irrigation day due to different electrical energy charges. The model was established based on data from an actual water distribution network of an irrigation district in southern Spain. The results differed significantly from those obtained using approaches based on establishing a uniform working probability for the outlets of the water distribution network at all hours of the irrigation day, which underestimated the circulating flows or system capacity. The most probable pumping flow with uniform probability was 3.1 m3/s, a smaller value than those obtained in the off-peak and average energy tariff times (4 and 3.4 m3/s, respectively). The total energy head required at the booster pumping in each period of the irrigation season was simulated. 10,000 randomly chosen scenarios were simulated for each irrigation day and each energy tariff time. The heterogeneous vertical stratification between 50 and 103 m of the required piezometric head was obtained as a function of the demanded flow for the water distribution system. This paper includes a pump selection algorithm for recommending least cost or optimum pump combinations in the distribution network and to evaluate the system’s energy cost. The pump recommendations show that the optimal solution could have saved 41% of the pumping cost of the Fuente Palmera irrigation district.
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References
Amatya, D. M., Skaggs, R. W., and Gregory, J. D.(1995). “Comparison of methods for estimating REF-ET.” J. Irrig. Drain. Eng., 121(6), 427–435.
Breytenbach, P., Meiring, J. A., and Oosthuizen, L. K.(1996). “The importance of the cost of electricity in irrigation farming.” Water South Africa, 22(4), 333–338.
Brion, M., and Mays, L. W.(1991). “Methodology for optimal operation of pumping stations in water distribution systems.” J. Hydraul. Eng., 117(11), 1551–1569.
Buchleiter, G. W., Heermann, D. F., and Duke, H. R.(1984). “Integrated water-energy management system for center pivot irrigation: Functional requirements.” Trans. ASAE, 27(5), 1419–1423.
Camacho, E., Reca, J., López-Luque, R., and Roldán, J. (1998). “Caudales de proyecto en una red de riego.” Actas del IV Congreso Internacional de Ingeniera de Proyectos, AEIPRO, Córdoba, Spain (in Spanish), 1629–1637.
Chávez-Morales, J., Mariño, M. A., and Holzapfel, E. A.(1992). “Planning simulation model of irrigation district.” J. Irrig. Drain. Eng., 118(1), 74–87.
Clément, R.(1966). “Calcul des débits dans les réseaux d’irrigation fonctionnant a la demande.” Houille Blanche, 20(5), 553–575 (in French).
Clément, R., and Galand, A. (1979). Irrigation par aspersion et réseaux collectifs de distribution sous pression, Editions Eyrolles, Pars (in French).
Clemmens, A. J.(1986). “Canal capacities for demand under surface irrigation.” J. Irrig. Drain. Eng., 112(4), 331–347.
Coulbeck, B. (1988). “Methodologies for modelling and control.” Computer control of water supply, School of Electronic and Electrical Engineering, Leicester Polytechnic, Leicester, U.K., 8–32.
Cuenca, R. H. (1989). Irrigation system design. An engineering approach, Prentice-Hall, Englewood Cliffs, N.J.
Doorenbos, J., and Kassam, A. H. (1979). “Yield response to water.” Irrigation and Drainage, Paper 33, Food and Agricultural Organization of the United Nations, Rome.
Hargreaves, G. H.(1994). “Defining and using reference evapotranspiration.” J. Irrig. Drain. Eng., 120(6), 1132–1139.
Hargreaves, G. H., and Samani, Z. A.(1985). “Reference crop evapotranspiration from temperature.” Appl. Eng. Agric., 1(2), 96–99.
Heermann, D. F., Buchleiter, G. W., and Duke, H. R.(1984). “Integrated water-energy management system for center pivot irrigation: Implementation.” Trans. ASAE, 27(5), 1424–1429.
Jowitt, P. W., and Germanopoulos, G.(1992). “Optimal pump scheduling in water-supply networks.” J. Water Resour. Plan. Manage., 118(4), 406–422.
Lansey, K. E., and Mays, L. W.(1989). “Optimization model for water distribution system design.” J. Hydraul. Eng., 115(10), 1401–1418.
López-Luque, R., Reca, J., Camacho, E., Roldán, J., and Alcaide, M.(1995). “Valoración energética y diseño óptimo de impulsiones con caudal variable.” Ing. agua, 2(1), 19–24 (in Spanish).
Mantovani, C. E. (1993). “Desarrollo y evaluación de modelos para el manejo del riego: Estimación de la evapotranspiración y efectos de la uniformidad de aplicación del riego sobre la producción de los cultivos.” PhD thesis, University of Córdoba, Spain (in Spanish).
Mantovani, C. E., Villalobos, F., Orgaz, F., Berengena, J., and Fereres, E. (1992). “A comparison of methods to calculate evapotranspiration of field crops.” Second Congress of European Society for Agronomy, ESA, Warwicks, U.K.
Mavropoulos, T. I.(1997). “Sviluppo di una nuova formula per il calcolo delle portate di punta relle reti irrigue con esercizio alla domanda.” Riv. Irr. Dren., 44(2), 27–35 (in Italian).
Pulido-Calvo, I. (2001). “Diseño y gestión óptimos de sistemas de impulsión y de almacenamiento de agua para riego.” PhD thesis, University of Córdoba, Spain (in Spanish).
Reca, J., Martnez, J., Zapata, A., López, J. G., and Callejón, J. L. (1999). “Estimación de caudales circulantes en redes de distribución de agua a presión, ramificadas y a la demanda para sistemas de cultivos intensivos.” Actas del XVII Congreso Nacional de Riegos, AERYD, Murcia, Spain (in Spanish), 491–499.
Reca, J., Roldán, J., Alcaide, M., López-Luque, R., and Camacho, E.(2001). “Optimisation model for water allocation in deficit irrigation systems II. Application to the Bémbezar irrigation system.” Agric. Water Manage., 48, 117–132.
Replogle, J. A., and Merriam, J. L. (1980). “Scheduling and management of irrigation water delivery systems.” Proc., ASAE 2nd National Irrigation Symp., ASAE, Lincoln, 112–126.
Smith, M. (1990). Cropwat software manual, version 5.7, Food and Agriculture Organization of the United Nations, Rome.
Stetson, L. E., Watts, D. G., Corey, F. C., and Nelson, I. D.(1975). “Irrigation system management for reducing peak electrical demands.” Trans. ASAE, 18(2), 303–306, 311.
Tarquin, A. J., and Dowdy, J.(1989). “Optimal pump operation in water distribution.” J. Hydraul. Eng., 115(2), 158–168.
Walski, T. M. (1984). Analysis of water distribution systems, Van Nostrand Reinhold, New York.
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Copyright © 2003 American Society of Civil Engineers.
History
Received: Aug 28, 2001
Accepted: Jan 13, 2003
Published online: Jul 15, 2003
Published in print: Aug 2003
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