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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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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1724572740641357824 |