Step 1: Understanding the values of \(a\), \(b\), and \(c\).
- \(a = 30!\), a very large number.
- \(b = 50!\), a larger number than \(a\).
- \(c = 100!\), which is even larger than \(b\).
Step 2: Evaluate logarithmic relations.
- \(\log_a c\) measures how many times you need to multiply \(a\) to get \(c\), which will be small, since \(c = 100!\) is much larger than \(a = 30!\).
- \(\log_c a\) is the inverse, and it will be much smaller than \(\log_a c\).
- \(\log_b a\) and \(\log_a b\) reflect the relationship between \(b = 50!\) and \(a = 30!\). Since \(b\) is larger, \(\log_a b\) will be larger than \(\log_b a\).
Step 3: Compare the inequalities.
- \(\log_a c\) is the smallest.
- \(\log_a b\) is the next in order.
- \(\log_b a\) is larger than both.
- \(\log_a c\) is the largest.
Thus, the correct inequality is:
\[
\log_a c < \log_a b < \log_b a < \log_a c
\]
\[
\boxed{\text{The correct inequality is (A).}}
\]
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?