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Modelling and Simulation in Engineering
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Modelling and Simulation in Engineering
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2008
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Article
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Tab 1
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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/L
DO = 1.0 mg/L
240
1.207
1.205
360
1.240
1.228
480
1.306
1.267
600
1.388
1.315
720
1.469
1.362