Step 1: Formula for vertical collimation error.
When direct and reversed zenith angles are observed, the condition for perfect collimation is:
\[
Z_d + Z_r = 360^\circ
\]
where $Z_d =$ direct reading, $Z_r =$ reversed reading.
If this sum is not exactly $360^\circ$, the deviation indicates collimation error.
Step 2: Apply the given data.
\[
Z_d = 56^\circ 00' 00'', Z_r = 303^\circ 00' 00''
\]
So,
\[
Z_d + Z_r = 56^\circ + 303^\circ = 359^\circ 00' 00''
\]
Step 3: Find the deviation.
For perfect collimation: $Z_d + Z_r = 360^\circ 00' 00''$.
Here, the actual sum is $359^\circ 00' 00''$.
Hence, there is a shortfall of:
\[
360^\circ - 359^\circ = 1^\circ 00' 00''
\]
Step 4: Correction formula.
Vertical collimation correction $= \dfrac{\text{error}}{2} = \dfrac{1^\circ 00' 00''}{2} = 0^\circ 30' 00''$.
Since the observed sum is less than $360^\circ$, the correction is taken as positive.
\[
\boxed{+0^\circ 30' 00''}
\]
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?
