$\Rightarrow r_{p}=10^{-2} m$
$d_{q}=4 \times 10^{-2} m$
$\Rightarrow r_{q}=2 \times 10^{-2} m$
The velocity of water flowing through the pipe is inversely proportional to the cross $-$ sectional area of tube, hence we can write
$\frac{v_{p}}{v_{q}}=\frac{a_{q}}{a_{p}}$
where, $v_{p}, v_{q}$ are velocities of water through both pipes and $a_{p}, a_{q}$ are the cross $-$ sectional area of tubes.
$\mathrm{Also}, a_{p}=\pi\left(r_{p}\right)^{2}$ and $a_{q}=\pi\left(r_{q}\right)^{2}$
$\frac{v_{p}}{v_{q}}=\frac{\pi\left(r_{q}\right)^{2}}{\pi\left(r_{p}\right)^{2}}$
$\frac{v_{p}}{v_{q}}=\frac{\left(2 \times 10^{-2}\right)^{2}}{\left(10^{-2}\right)^{2}}$
$\frac{v_{p}}{v_{q}}=4$
Hence, $v_{p}=4 \times v_{q}$

| Column - $\mathrm{I}$ | Column - $\mathrm{II}$ |
| $(a)$ Velocity head | $(i)$ $\frac{P}{{\rho g}}$ |
| $(b)$ Pressure head | $(ii)$ $h$ |
| $(iii)$ $\frac{{{v^2}}}{{2g}}$ |