Modelling and Simulation in Engineering

Research Article

Solution Procedure for Transport Modeling in Effluent Recharge Based on Operator-Splitting Techniques

Table 1

Variation of DOC with two different DO concentrations for a well of 150 m.
Time (days)DO = 0.3 mg/LDO = 1.0 mg/L
2401.2071.205
3601.2401.228
4801.3061.267
6001.3881.315
7201.4691.362