Step 1: Write the characteristic (auxiliary) equation.
Assume a trial solution $y=e^{rx}$; substituting gives
$r^3-5.5r^2+9.5r-5=0.$
Step 2: Use the given root $r=2.5$.
Since $e^{2.5x}$ is part of the solution, $(r-2.5)$ is a factor.
Divide $r^3-5.5r^2+9.5r-5$ by $(r-2.5)$ (synthetic division):
Coefficients $1,\ -5.5,\ 9.5,\ -5$ $\Rightarrow$ bring down $1$;
$1\times 2.5=2.5$, add to $-5.5$ gives $-3$;
$-3\times 2.5=-7.5$, add to $9.5$ gives $2$;
$2\times 2.5=5$, add to $-5$ gives $0$ (remainder).
Hence the quadratic factor is $r^2-3r+2=0$.
Step 3: Solve for the remaining roots.
$r^2-3r+2=(r-1)(r-2)=0 \Rightarrow r=1,\,2.$
Therefore $\alpha$ and $\beta$ are $1$ and $2$ (distinct and $\neq 2.5$).
\[
\boxed{\alpha=1,\ \beta=2}
\]
For the curve \( \sqrt{x} + \sqrt{y} = 1 \), find the value of \( \frac{dy}{dx} \) at the point \( \left(\frac{1}{9}, \frac{1}{9}\right) \).
Two soils of permeabilities \( k_1 \) and \( k_2 \) are placed in a horizontal flow apparatus, as shown in the figure. For Soil 1, \( L_1 = 50 \, {cm} \), and \( k_1 = 0.055 \, {cm/s} \); for Soil 2, \( L_2 = 30 \, {cm} \), and \( k_2 = 0.035 \, {cm/s} \). The cross-sectional area of the horizontal pipe is 100 cm², and the head difference (\( \Delta h \)) is 150 cm. The discharge (in cm³/s) through the soils is ........ (rounded off to 2 decimal places).

The most suitable test for measuring the permeability of clayey soils in the laboratory is ___________.
Consider the beam ACDEB given in the figure. Which of the following statements is/are correct:

The figures, I, II, and III are parts of a sequence. Which one of the following options comes next in the sequence as IV?
