Table 2 Convergent wall-shear stress values \(\phi {\prime\prime} (0)\) obtained by Chebyshev collocation method for different \({\mathscr{N}}\).
\({\mathscr{N}}\) | m = 0.6 | m = 1.4 | ||
|---|---|---|---|---|
ε = 0.3 | ε = 0.7 | ε = 0.3 | ε = 0.7 | |
10 | −0.365911 | 0.387784 | −0.396898 | 0.488379 |
20 | −0.364826 | 0.388986 | −0.416139 | 0.425052 |
30 | −0.364826 | 0.388986 | −0.416092 | 0.425495 |
40 | −0.364826 | 0.388986 | −0.416092 | 0.425495 |