COMPARISON BETWEEN A HYDRODYNAMIC FULL MODEL AND A HYDROLOGIC MODEL IN BORDER IRRIGATION

被引:0
|
作者
Castanedo, Vladimir [1 ]
Saucedo, Heber [1 ]
Fuentes, Carlos [2 ]
机构
[1] Inst Mexicano Tecnol Agua, Jiutepec 62550, Morelos, Mexico
[2] Univ Autonoma Queretaro, Ctr Univ, Santiago De Queretaro 76010, Queretaro, Mexico
关键词
full hydrodynamic model; hydrological model; border irrigation;
D O I
暂无
中图分类号
S [农业科学];
学科分类号
09 ;
摘要
The practice of surface irrigation makes it necessary to have a criterion for the design of surface irrigation, with the aim of achieving more efficient water management in agricultural production. Therefore, we made a comparison between the full hydrodynamic model and the hydrological model in border irrigation. To reduce the variations caused by differences in the infiltrated depth obtained with the Green-Ampt and Richards equations used in hydrological and full hydrodynamic models, we performed the suction parameter adjustment in the wet front of the Green-Ampt equation, thereby reproducing the change of the infiltrated depth obtained with the Richards equation. We did the comparison based on the analysis of the profiles of surface and subsurface flows occurring in irrigation, and the final distribution of the infiltrated depth. There were differences between the elements analyzed, attributable to the use of an equation of overall momentum in the full hydrodynamic model. Differences in flow profiles influence the final distribution of the infiltrated depth and therefore the optimal irrigation flow. Thus, by analyzing their behavior in texture triangle soils, where it is appropriate to apply border irrigation, we observed that the difference between optimal irrigation flow provided by the hydrological model and the full hydrodynamic model grows with the increasing content of clay in the soil.
引用
收藏
页码:209 / 223
页数:15
相关论文
共 50 条
  • [1] Hydrodynamic Border Irrigation Model: Comparison of Infiltration Equations
    Fuentes, Sebastian
    Chavez, Carlos
    Brambila-Paz, Fernando
    Trejo-Alonso, Josue
    WATER, 2022, 14 (13)
  • [2] Complete hydrodynamic model for border irrigation
    Saucedo, Heber
    Zavala, Manuel
    Fuentes, Carlos
    TECNOLOGIA Y CIENCIAS DEL AGUA, 2011, 2 (02) : 23 - 38
  • [3] Complete hydrodynamic border-strip irrigation model
    Singh, V
    Bhallamudi, SM
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1996, 122 (04) : 189 - 197
  • [4] Complete hydrodynamic border-strip irrigation model
    Dept. of Civ. Engrg., Indian Inst. of Technol., Kanpur, India
    J Irrig Drain Eng, 4 (189-197):
  • [5] Complete hydrodynamic border-strip irrigation model - Discussion
    Yen, BC
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1997, 123 (04) : 320 - 320
  • [6] Complete hydrodynamic border-strip irrigation model - Closure
    Singh, V
    Bhallamudi, SM
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1997, 123 (04) : 320 - 321
  • [7] Validation of a full hydrodynamic model for large-scale hydrologic modelling in the Amazon
    Paiva, Rodrigo C. D.
    Collischonn, Walter
    Buarque, Diogo Costa
    HYDROLOGICAL PROCESSES, 2013, 27 (03) : 333 - 346
  • [8] BORDER IRRIGATION MODEL SELECTION
    HOLZAPFEL, EA
    MARINO, MA
    CHAVEZMORALES, J
    TRANSACTIONS OF THE ASAE, 1984, 27 (06): : 1811 - 1816
  • [9] ANALYTICAL MODEL FOR BORDER IRRIGATION
    YU, FX
    SINGH, VP
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1989, 115 (06) : 982 - 999
  • [10] MUSKINGUM MODEL FOR BORDER IRRIGATION
    SINGH, VP
    SCARLATOS, PD
    RAUDALES, SA
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1988, 114 (02) : 266 - 280