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Simulation Model for Level Furrows. I: Analysis of Field Experiments

Authors :
J. A. Rodríguez
Pilar García-Navarro
Enrique Playán
Source :
Digital.CSIC. Repositorio Institucional del CSIC, instname
Publication Year :
2004
Publisher :
American Society of Civil Engineers (ASCE), 2004.

Abstract

7 Pags.- 7 Figs. 1 Tabl. The definitive version is available at: http://ascelibrary.org/journal/jidedh<br />The level-furrow irrigation system consists of furrowing a level basin. In level furrows, irrigation proceeds just like in level basins: the field is flooded from one point and water spreads to irrigate each furrow. Several writers have reported that this irrigation system has the potential to conserve water as compared to level-basin irrigation. However, no comparative studies on the performance of both irrigation systems are available, and the simulation of level furrows has not been attempted. In this work, two field experiments are reported. Both of them were performed in the same soil and in the same conditions. In the first experiment, infiltration was estimated for a series of furrow irrigation discharges and for a level basin. In the second experiment, a level furrow irrigation event was evaluated. A simulated level basin irrigation event in the level furrow experimental field required six times more time and water to complete advance. Infiltration equations including the irrigation discharge or the wetted perimeter as independent variables were proposed for the experimental furrow conditions. Application of a furrow simulation model to the level–furrow experiment resulted in an underestimation of the time of advance. To overcome this problem, a simulation model for level furrows was developed and is presented in a companion paper. The reported field experiments were used to validate the model, which was applied (in a companion paper) to explore adequate conditions for level furrow irrigation performance.

Details

ISSN :
19434774 and 07339437
Volume :
130
Database :
OpenAIRE
Journal :
Journal of Irrigation and Drainage Engineering
Accession number :
edsair.doi.dedup.....795a8be7525578f9c56790edba145ee7
Full Text :
https://doi.org/10.1061/(asce)0733-9437(2004)130:2(106)