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contributor authorJ. Burguete
contributor authorN. Zapata
contributor authorP. García-Navarro
contributor authorM. Maïkaka
contributor authorE. Playán
contributor authorJ. Murillo
date accessioned2017-05-08T21:52:32Z
date available2017-05-08T21:52:32Z
date copyrightAugust 2009
date issued2009
identifier other%28asce%29ir%2E1943-4774%2E0000125.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64981
description abstractFurrow fertigation can be an interesting practice when compared to traditional overland fertilizer application. In the first paper of this series, a model for furrow fertigation was presented. The simulation model combined overland water flow (Saint-Venant equations), solute transport (advection-dispersion), and infiltration. Particular attention was paid to the treatment of junctions present in level furrow systems. In this paper, the proposed model is validated using five furrow fertigation evaluations differing in irrigation discharge, fertilizer application timing, and furrow geometry. Model parameters for infiltration and roughness were estimated using error minimization techniques. The error norm was based on observed and simulated values of advance time, flow depth, and fertilizer concentration. Model parameters could be adequately predicted from just one discharge experiment, although the use of more experiments resulted in decreased error. The validated model was applied to the simulation of a level furrow system from the literature. The model adequately reproduced irrigation advance and flow depth. Fertigation events differing in application timing were simulated to identify conditions leading to adequate fertilizer uniformity.
publisherAmerican Society of Civil Engineers
titleFertigation in Furrows and Level Furrow Systems. II: Field Experiments, Model Calibration, and Practical Applications
typeJournal Paper
journal volume135
journal issue4
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0000098
treeJournal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 004
contenttypeFulltext


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