Analytic Representation of the Optimal Flow for Gravity Irrigation

The aim of this study is the deduction of an analytic representation of the optimal irrigation flow depending on the border length, hydrodynamic properties, and soil moisture constants, with high values of the coefficient of uniformity. In order not to be limited to the simplified models, the linear...

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Main Authors: Carlos Fuentes, Carlos Chávez
Format: Article
Language:English
Published: MDPI AG 2020-09-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/12/10/2710
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spelling doaj-d12ef96668ed4573983af636e5acf9a02020-11-25T03:31:14ZengMDPI AGWater2073-44412020-09-01122710271010.3390/w12102710Analytic Representation of the Optimal Flow for Gravity IrrigationCarlos Fuentes0Carlos Chávez1Mexican Institute of Water Technology, Paseo Cuauhnáhuac Núm. 8532, Jiutepec, 62550 Morelos, MexicoWater Research Center, Department of Irrigation and Drainage Engineering, Autonomous University of Queretaro, Cerro de las Campanas SN, Col. Las Campanas, 76010 Queretaro, MexicoThe aim of this study is the deduction of an analytic representation of the optimal irrigation flow depending on the border length, hydrodynamic properties, and soil moisture constants, with high values of the coefficient of uniformity. In order not to be limited to the simplified models, the linear relationship of the numerical simulation with the hydrodynamic model, formed by the coupled equations of Barré de Saint-Venant and Richards, was established. Sample records for 10 soil types of contrasting texture were used and were applied to three water depths. On the other hand, the analytical representation of the linear relationship using the Parlange theory of infiltration proposed for integrating the differential equation of one-dimensional vertical infiltration was established. The obtained formula for calculating the optimal unitary discharge is a function of the border strip length, the net depth, the characteristic infiltration parameters (capillary forces, sorptivity, and gravitational forces), the saturated hydraulic conductivity, and a shape parameter of the hydrodynamic characteristics. The good accordance between the numerical and analytical results allows us to recommend the formula for the design of gravity irrigation.https://www.mdpi.com/2073-4441/12/10/2710Saint-Venant equationsRichards’ equationParlange equationsoptimal irrigation flowsoil parametersanalytical representation
collection DOAJ
language English
format Article
sources DOAJ
author Carlos Fuentes
Carlos Chávez
spellingShingle Carlos Fuentes
Carlos Chávez
Analytic Representation of the Optimal Flow for Gravity Irrigation
Water
Saint-Venant equations
Richards’ equation
Parlange equations
optimal irrigation flow
soil parameters
analytical representation
author_facet Carlos Fuentes
Carlos Chávez
author_sort Carlos Fuentes
title Analytic Representation of the Optimal Flow for Gravity Irrigation
title_short Analytic Representation of the Optimal Flow for Gravity Irrigation
title_full Analytic Representation of the Optimal Flow for Gravity Irrigation
title_fullStr Analytic Representation of the Optimal Flow for Gravity Irrigation
title_full_unstemmed Analytic Representation of the Optimal Flow for Gravity Irrigation
title_sort analytic representation of the optimal flow for gravity irrigation
publisher MDPI AG
series Water
issn 2073-4441
publishDate 2020-09-01
description The aim of this study is the deduction of an analytic representation of the optimal irrigation flow depending on the border length, hydrodynamic properties, and soil moisture constants, with high values of the coefficient of uniformity. In order not to be limited to the simplified models, the linear relationship of the numerical simulation with the hydrodynamic model, formed by the coupled equations of Barré de Saint-Venant and Richards, was established. Sample records for 10 soil types of contrasting texture were used and were applied to three water depths. On the other hand, the analytical representation of the linear relationship using the Parlange theory of infiltration proposed for integrating the differential equation of one-dimensional vertical infiltration was established. The obtained formula for calculating the optimal unitary discharge is a function of the border strip length, the net depth, the characteristic infiltration parameters (capillary forces, sorptivity, and gravitational forces), the saturated hydraulic conductivity, and a shape parameter of the hydrodynamic characteristics. The good accordance between the numerical and analytical results allows us to recommend the formula for the design of gravity irrigation.
topic Saint-Venant equations
Richards’ equation
Parlange equations
optimal irrigation flow
soil parameters
analytical representation
url https://www.mdpi.com/2073-4441/12/10/2710
work_keys_str_mv AT carlosfuentes analyticrepresentationoftheoptimalflowforgravityirrigation
AT carloschavez analyticrepresentationoftheoptimalflowforgravityirrigation
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