Step 1: Analyze the integrand.
The function to integrate is \(\dfrac{1}{x^2}\). Notice that it has a singularity (infinite discontinuity) at \(x=0\). Since the interval \([-1,1]\) includes 0, the integral becomes an improper integral.
Step 2: Break the integral.
\[
I = \int_{-1}^{1} \frac{1}{x^2}\, dx = \int_{-1}^{0} \frac{1}{x^2}\, dx + \int_{0}^{1} \frac{1}{x^2}\, dx
\]
Step 3: Compute the antiderivative.
\[
\int \frac{1}{x^2}\, dx = \int x^{-2}\, dx = -\frac{1}{x}
\]
Step 4: Evaluate near the singularity.
- For \(\int_{0}^{1} \frac{1}{x^2} dx\):
\[
\lim_{\epsilon \to 0^+} \int_{\epsilon}^{1} \frac{1}{x^2}\, dx
= \lim_{\epsilon \to 0^+} \left[-\frac{1}{x}\right]_{\epsilon}^{1}
= \lim_{\epsilon \to 0^+} \left(-1 + \frac{1}{\epsilon}\right) = \infty
\]
- Similarly, for \(\int_{-1}^{0} \frac{1}{x^2} dx\):
\[
\lim_{\epsilon \to 0^+} \int_{-1}^{-\epsilon} \frac{1}{x^2}\, dx
= \lim_{\epsilon \to 0^+} \left[-\frac{1}{x}\right]_{-1}^{-\epsilon}
= \lim_{\epsilon \to 0^+} \left(\frac{1}{\epsilon} - 1\right) = \infty
\]
Step 5: Conclude.
Both integrals diverge to \(+\infty\). Therefore, the overall integral \(\int_{-1}^{1} \frac{1}{x^2}\, dx\) does not converge.
\[
\boxed{\text{The integral does not converge.}}
\]
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?