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Table 5 Results of ADI method for 2-D water quality modeling in final time ( x/y direction)

From: A 2-D Barakat-Clark finite difference numerical method and its comparison for water quality simulation modeling

Initial concentration

In 200 meters

In 400 meters

In 600 meters

In 800 meters

In 1000 meters

150

150

150

150

150

150

150

124.9046

133.1181

96.9082

77.9531

0

150

117.1522

96.6831

60.7363

54.3516

0

150

102.0593

74.4782

34.3785

31.6676

0

150

80.1334

54.9374

21.4405

13.6352

0

150

0

0

0

0

0