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Theory and Modern Applications

Table 7 Approximated salinity \(c(x,t)\) of simulation 2 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

0.7955

0.5316

0.4995

0.1444

5000

11.3456

3.6020

1.9844

1.0058

0.7667

0.4807

0.3844

0.0027

10,000

11.3391

3.6002

2.0397

1.0128

0.7476

0.4098

0.2993

0.0023

15,000

13.7382

4.4013

2.4788

1.1159

0.7704

0.3996

0.2987

0.0032

20,000

15.5617

5.3633

3.0060

1.2576

0.8025

0.3961

0.2983

0.0034