2014
DOI: 10.1007/s10333-014-0465-8
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Modeling paddy field subsurface drainage using HYDRUS-2D

Abstract: All of steady and non-steady subsurface drainage equations were developed mostly based on water flow pattern in an ordinary field conditions. However, subsurface drainage in a paddy field is quite different from subsurface drainage in an ordinary field. Thus, it is necessary to develop new equations and mathematical models to design subsurface drainage system in a paddy field. The objective of this study was to apply the HYDRUS-2D model, based on the Richard's equation, to simulate water flow under subsurface … Show more

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Cited by 29 publications
(11 citation statements)
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“…Boundaries of the soil pit that fell below the highest water level reached during the SRT were designated as having "variable head" conditions. The remaining side walls were designated as "seepage faces", because the pits were surrounded by gravel subject to atmospheric pressure [31]. No flow was assumed at the top boundary.…”
Section: Hydrological Modelingmentioning
confidence: 99%
“…Boundaries of the soil pit that fell below the highest water level reached during the SRT were designated as having "variable head" conditions. The remaining side walls were designated as "seepage faces", because the pits were surrounded by gravel subject to atmospheric pressure [31]. No flow was assumed at the top boundary.…”
Section: Hydrological Modelingmentioning
confidence: 99%
“…In the model, all boundaries below the elevation corresponding to the highest water level reached (which occurred during the SRT) were designated as having "variable head" conditions. The remaining side walls were designated as "seepage faces" because the pits were surrounded by gravel subject to atmospheric pressure [31]. No flow was assumed at the top boundary.…”
Section: Hydrological Modelingmentioning
confidence: 99%
“…Due to the presence of a hard pan below the plough layer (Darzi-Naftchali et al, 2018) and consequently a different flow pattern to subsurface drains (Ebrahimian and Noory, 2015), the effects of such practices are more complex in paddy soils compared to ordinary fields. Due to the presence of a hard pan below the plough layer (Darzi-Naftchali et al, 2018) and consequently a different flow pattern to subsurface drains (Ebrahimian and Noory, 2015), the effects of such practices are more complex in paddy soils compared to ordinary fields.…”
Section: Introductionmentioning
confidence: 99%
“…In addition to drainage design criteria, soil characteristics and water management practices have an influence on drainage water salinity. Due to the presence of a hard pan below the plough layer (Darzi-Naftchali et al, 2018) and consequently a different flow pattern to subsurface drains (Ebrahimian and Noory, 2015), the effects of such practices are more complex in paddy soils compared to ordinary fields. Simulation models can quickly and cost-effectively describe such complex behaviour of subsurface-drained paddy soils if accurately calibrated and validated.…”
Section: Introductionmentioning
confidence: 99%