Correct Answer - Option 1 :
0.707
Concept:
The following formulas should be remembered for laminar flow in circular pipes:
1. Velocity distribution
\(u = \frac{1}{{4\mu }}\left( {\frac{{ - \delta P}}{{\delta x}}} \right)\left( {{R^2} - {r^2}} \right)\)
Or
\(u = {u_{max}}\left( {1 - \frac{{{r^2}}}{{{R^2}}}} \right)\)
3. Relation between mean velocity and maximum velocity
Umax = 2 U̅
Calculation
Given:
local velocity, u = v
mean velocity, U̅ = V
Distance from the center of pipe = Kr
If v = V Then K = ?
\(v = 2V\left( {1 - \frac{{{(Kr)^2}}}{{{R^2}}}} \right)\)
If v = V
\(\begin{array}{*{20}{l}}
{\frac{1}{2} = \left( {1 - \frac{{{{(Kr)}^2}}}{{{R^2}}}} \right)}\\
{Kr = \frac{R}{{\sqrt 2 }} = 0.707R}
\end{array}\)
Therefore, K = 0.707
Shear Stress Distribution
\(\tau = - \frac{r}{2}\frac{{\delta P}}{{\delta x}}\)