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Theory and Modern Applications

Table 8 Physical parameters of simulation 2

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

c(x,t) at \(S_{5}\)

D (m2/s)

\(u_{s}\) (m/s)

\(u_{w}\) (m/s)

K

T

L (km)

c(0,t)

\(< C_{ST}\)

0.1

0.065

0

0.3

1000

108

g(t)

\(>C_{ST}\)

0.1

0.065

0.25

0.3

1000

108

g(t)