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Basin irrigation design with longitudinal slope

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  • González, César
  • Cervera, Luis
  • Moret-Fernández, David

Abstract

The aims of this paper are to analyze theoretically the influence of the longitudinal slope of a surface irrigation field on the uniformity of irrigation and to provide practical tools to design, analyze and manage surface irrigation systems with longitudinal slope and blocked end. An example is shown where a 20% savings in water is obtained by giving the field the optimal slope. In 1982, Clemmens and Dedrick published a practical set of dimensionless graphs to level-basin design and analysis (with no slope). This article generalizes those graphs taking account the existence of field slope. So, Clemmens and Dedrick's graphs are a particular case of obtained results. The analysis is based on solving one-dimensional free surface Saint-Venant equations including infiltration, applying the dimensional analysis to reduce the number of variables involved. Saint-Venant equations are solved with the finite differences method, applying the full hydrodynamic model and the zero-inertia model. Two computer programs are used: WinSRFR and POZAL (a specific software that calculates the optimal cutoff time). The result is a set of three-dimensional graphs that show the relationships of field slope, irrigation uniformity and the rest of the involved dimensionless variables, related to infiltration parameters, Manning roughness coefficient, cutoff time, inflow rate and field length and width. The graphs could be useful in practice to determine the optimal slope of a field, the inflow rate or the length and width of a field, achieving substantial savings of water in surface irrigation.

Suggested Citation

  • González, César & Cervera, Luis & Moret-Fernández, David, 2011. "Basin irrigation design with longitudinal slope," Agricultural Water Management, Elsevier, vol. 98(10), pages 1516-1522, August.
    • Handle: RePEc:eee:agiwat:v:98:y:2011:i:10:p:1516-1522
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    References listed on IDEAS

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    1. Bautista, E. & Clemmens, A.J. & Strelkoff, T.S. & Schlegel, J., 2009. "Modern analysis of surface irrigation systems with WinSRFR," Agricultural Water Management, Elsevier, vol. 96(7), pages 1146-1154, July.
    2. Dholakia, Mrugen & Misra, Rajeev & Zaman, M. S., 1998. "Simulation of border irrigation system using explicit MacCormack finite difference method," Agricultural Water Management, Elsevier, vol. 36(3), pages 181-200, April.
    3. Playan, E. & Faci, J. M. & Serreta, A., 1996. "Characterizing microtopographical effects on level-basin irrigation performance," Agricultural Water Management, Elsevier, vol. 29(2), pages 129-145, January.
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    Cited by:

    1. Devkota, Krishna Prasad & Yadav, Sudhir & Humphreys, E. & Kumar, Akhilesh & Kumar, Pankaj & Kumar, Virender & Malik, R.K. & Srivastava, Amit K., 2021. "Land gradient and configuration effects on yield, irrigation amount and irrigation water productivity in rice-wheat and maize-wheat cropping systems in Eastern India," Agricultural Water Management, Elsevier, vol. 255(C).
    2. Salahou, Mohamed Khaled & Jiao, Xiyun & Lü, Haishen, 2018. "Border irrigation performance with distance-based cut-off," Agricultural Water Management, Elsevier, vol. 201(C), pages 27-37.
    3. Mazarei, Reza & Mohammadi, Amir Soltani & Naseri, Abd Ali & Ebrahimian, Hamed & Izadpanah, Zahra, 2020. "Optimization of furrow irrigation performance of sugarcane fields based on inflow and geometric parameters using WinSRFR in Southwest of Iran," Agricultural Water Management, Elsevier, vol. 228(C).
    4. Akbari, Mahmood & Gheysari, Mahdi & Mostafazadeh-Fard, Behrouz & Shayannejad, Mohammad, 2018. "Surface irrigation simulation-optimization model based on meta-heuristic algorithms," Agricultural Water Management, Elsevier, vol. 201(C), pages 46-57.
    5. Nie, Wei-Bo & Li, Yi-Bo & Zhang, Fan & Ma, Xiao-Yi, 2019. "Optimal discharge for closed-end border irrigation under soil infiltration variability," Agricultural Water Management, Elsevier, vol. 221(C), pages 58-65.

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