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Theory and Modern Applications

Table 9 Approximated salinity \(c(x,t)\) of simulation 3 for all monitoring stations

From: A one-dimensional mathematical simulation to salinity control in a river with a barrage dam using an unconditionally stable explicit finite difference method

t

\(S_{1}\)

\(S_{2}\)

\(S_{3}\)

\(S_{4}\)

\(S_{5}\)

\(S_{6}\)

\(S_{7}\)

\(S_{8}\)

1

12.1040

4.0187

2.0224

1.0978

0.7957

0.4010

0.2544

0.1395

5000

20.3804

7.4884

4.0812

1.4095

0.9276

0.4791

0.3919

0.0040

10,000

17.8501

7.0540

3.9099

1.4447

0.8945

0.4144

0.2993

0.0020

15,000

16.1112

6.5658

3.7400

1.4458

0.8669

0.3456

0.2327

0.0015

20,000

14.8449

6.1007

3.5647

1.4298

0.8380

0.2888

0.1868

0.0011