The variance of a random variable \( X \) is given by:
\[ \text{Var}(X) = E(X^2) - [E(X)]^2. \]
Where:
We will first calculate \( E(X) \) and \( E(X^2) \).
The expected value \( E(X) \) is given by:
\[ E(X) = \sum_{x} x \cdot P(x). \]
Substituting the values from the given probability mass function:
\[ E(X) = 0 \times 0.4 + 1 \times 0.3 + 7 \times 0.1 + 11 \times 0.1 + 12 \times 0.1. \] \[ E(X) = 0 + 0.3 + 0.7 + 1.1 + 1.2 = 3.3. \]
The expected value of \( X^2 \) is given by:
\[ E(X^2) = \sum_{x} x^2 \cdot P(x). \]
Substituting the values from the probability mass function:
\[ E(X^2) = 0^2 \times 0.4 + 1^2 \times 0.3 + 7^2 \times 0.1 + 11^2 \times 0.1 + 12^2 \times 0.1. \] \[ E(X^2) = 0 + 0.3 + 49 \times 0.1 + 121 \times 0.1 + 144 \times 0.1. \] \[ E(X^2) = 0 + 0.3 + 4.9 + 12.1 + 14.4 = 31.7. \]
Now that we have both \( E(X) \) and \( E(X^2) \), we can calculate the variance:
\[ \text{Var}(X) = E(X^2) - [E(X)]^2 = 31.7 - (3.3)^2. \] \[ \text{Var}(X) = 31.7 - 10.89 = 20.81. \]
Thus, the variance of \( X \) is \( 20.81 \).
The correct answer is option (A).
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?