Pk. Kalita et al., MODELING PERCOLATION LOSSES FROM A PONDED FIELD UNDER VARIABLE WATER-TABLE CONDITIONS, Water resources bulletin, 28(6), 1992, pp. 1023-1036
A numerical simulation model was developed to predict the vertical and
lateral percolation losses from a ponded agricultural field. The two-
dimensional steady-state unsaturated/saturated flow equation was solve
d using the finite-difference technique. A constant ponding depth was
maintained at the soil surface with different water table conditions i
n an application of the model for rice fields bordered by bunds. Field
experiments were conducted for two different water table depths to co
llect data on the spatial distribution of volumetric soil-moisture con
tent for model verification. The measured soil-moisture content values
were found to be in close agreement with those predicted by the model
. The sensitivity analysis of the model with selected hydrologic condi
tions shows that the model is most sensitive to the values of saturate
d hydraulic conductivity, but relatively less sensitive to water table
depth, ponding depth, and evaporation rate from the soil surface. It
implies that, in a ponded rice field condition, the lateral and vertic
al percolation losses are mostly governed by the hydraulic conductivit
y of the soil. The vertical percolation losses were almost equal to th
e saturated hydraulic conductivity values and, in most cases, these lo
sses increased with deeper water table depths. The lateral percolation
losses also increased with deeper water table depths; however, these
losses were relatively small in comparison to the vertical percolation
losses. The vertical and lateral percolation losses increased with th
e increase in ponding depths. The lateral percolation losses through t
he bund decreased when the evaporation losses increased from the soil
surface. The results of this study indicate that the percolation losse
s from a ponded field may be predicted accurately for a wide range of
soil and hydrological conditions when the values of hydraulic conducti
vity, evaporation rate, depth of ponding, and water table depth are ac
curately known.