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Field evaluation of various mathematical models for furrow and border irrigation systems

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Figure

Table 1. Model input parameters of the experimental borders used for assessment of the performance of the va-rious simulation models
Table 3. Comparison of various models in terms of estimating infiltrated water and runoff volumes for different experimental borders (m3/m)
Figure 2. Predicted and observed advance and recession trajectories for different experimental furrows
Figure 3. Observed versus predicted advance and recession times for the total data of borders with the Hydrody-namic, Zero inertia, and Kinematic wave models
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