Figure 8:
Temporal shear stress distribution (
𝜕
𝑢
/
𝜕
𝑦

𝑦
=
0
) with
𝐾
𝑝
=
1
,
𝑀
2
=
5
,
𝐾
𝑟
=
2
.
0
, and
𝐺
𝑟
= 10.0, for the effect of Prandtl number (
𝑃
𝑟
).