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Unconditional stable numerical techniques for a water quality model in a non uniform flow stream

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Figure

Figure 1 A shallow water system.
Figure 2 The comparison of the exact solution
Figure 3 The comparison of the exact solution and the new fourth-order scheme at C(0.5,t) whilett
Table 3 The velocity of water flow u(x,t), �x = 0.05, �t = 0.00125
+2

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