Step 1: Recall the classification of flow profiles in gradually varied flow (GVF).
- Flow profiles depend on:
(i) The slope of the channel (mild, steep, horizontal, adverse, critical).
(ii) The depth of flow relative to the normal depth ($y_n$) and critical depth ($y_c$).
- For a mild slope (M), we have:
$y_c < y_n$ (critical depth is smaller than normal depth).
Step 2: Case of supercritical flow entering mild slope.
- Supercritical flow means actual depth of flow $y < y_c$.
- Since $y < y_c < y_n$, the depth is below the critical depth region.
- By GVF profile classification, this corresponds to M$_3$ profile.
Step 3: Verification.
- M$_1$: Depth $> y_n$ (not possible here).
- M$_2$: Depth between $y_c$ and $y_n$ (not possible since $y < y_c$).
- M$_3$: Depth $< y_c$ (true in case of supercritical flow).
\[
\boxed{\text{The flow profile becomes M$_3$.}}
\]
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?
