Concept:
Since the pipe is horizontal, Bernoulli’s equation for incompressible fluid flow is:
\[
P+\frac12 \rho v^2+\rho gh=\text{constant}
\]
For a horizontal pipe:
\[
h_1=h_2
\]
Hence the potential energy terms cancel, giving:
\[
P_1+\frac12\rho v_1^2
=
P_2+\frac12\rho v_2^2
\]
Pressure is given in terms of height of water column, so:
\[
P=\rho gh
\]
Step 1: Writing Bernoulli’s equation between the two points.
At the first point:
\[
v_1=2\ \text{m/s}
\]
\[
h_1=2\ \text{m of water column}
\]
At the second point:
\[
v_2=3\ \text{m/s}
\]
Let the pressure head at the second point be \(h_2\).
Using Bernoulli’s equation in pressure-head form:
\[
h_1+\frac{v_1^2}{2g}
=
h_2+\frac{v_2^2}{2g}
\]
Substitute the values:
\[
2+\frac{2^2}{2g}
=
h_2+\frac{3^2}{2g}
\]
Step 2: Simplifying the equation.
Taking:
\[
g=10\ \text{m/s}^2
\]
we get:
\[
2+\frac{4}{20}
=
h_2+\frac{9}{20}
\]
\[
2+0.2
=
h_2+0.45
\]
\[
2.2=h_2+0.45
\]
\[
h_2=2.2-0.45
\]
\[
h_2=1.75\ \text{m}
\]
Step 3: Final conclusion.
Therefore, the pressure at the second point is:
\[
\boxed{1.75\ \text{m of water column}}
\]
Hence, the correct answer is:
\[
\boxed{(A)\ 1.75\ \text{m of water}}
\]