Simulation of water flow and solute transport in intermittent sand filter

被引:1
作者
Bali, Mahmoud [1 ]
Gueddari, Moncef [1 ]
机构
[1] Fac Sci Tunis, Dept Geol, Tunis 1060, Tunisia
来源
JOURNAL OF WATER SUPPLY RESEARCH AND TECHNOLOGY-AQUA | 2012年 / 61卷 / 01期
关键词
intermittent sand filtration; simulation; treatment; wastewater; WASTE-WATER; INFILTRATION-PERCOLATION; STABILIZATION POND; POROUS-MEDIA; REMOVAL; EFFLUENTS; GROWTH; FRANCE;
D O I
10.2166/aqua.2012.104
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Water and solute transport in intermittent sand filtration was simulated with a modified HYDRUS 1D program. Field trials were performed through a 10 x 10 m infiltration basin located at Dissa agriculture area in the north of Gabes city (south-east Tunisia). Performance of the calibrated model has been statistically evaluated for its ability to predict water flow and solute transport. Comparisons between measured and simulated water content resulted in R-2 and root mean square error (RMSE) average values of 0.88 and 0.74 cm(3) cm(-3) for the calibration period and of 0.86 and 0.78 cm(3) cm(-3) for the validation period, respectively. Predicted water quality parameters were found to be in best agreement with the measured results. On average, the model predicted COD and NH4-N concentrations well, with a RMSE of 1.06 and 1.26 mg L-1 respectively. However, it underestimated NO3-N concentration. Similar corresponding values were computed for the validation period indicating that the model is able to predict water flow and solute transport with a reasonable degree of accuracy.
引用
收藏
页码:50 / 57
页数:8
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