Examinethebehavior of water under theinfiltration profilemodel using thefinitedifferencemethod
DOI:
https://doi.org/10.62407/jxexer49Keywords:
Finite differences, infiltration curve, double ring, soil, modelAbstract
This study was limited to examining the behavior of water through infiltration profile models. To achieve this, the various infiltration methods were first conceptualized, then the finite difference method was developed to generate the behavior graph, and finally, the importance and ease of implementing this new examination method were assessed. The finite difference grid was configured as follows: at the top, time was set from 0 to 420 minutes; at the bottom, time was set to zero; and on the right and left sides, the infiltration results in mm/h were placed. According to the Finite Difference Method, a similarity in the infiltration behavior of water in the soil is observed. The results of this test were obtained in a loam-clay textured soil, classified under Hydrologic Soil Group C, characterized as weakly differentiated alluvial soil, and taxonomically belonging to the Mollisol order. The significance of this method lies in its potential as a powerful tool for data processing. It may also be applied to other tests in which infiltration capacity is determined by different methods, following the same methodology.
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