Step 1: Recall definitions of cross-drainage works.
- Aqueduct: Canal passes over the drainage.
- Super passage: Drainage passes over the canal.
- Siphon aqueduct: Canal passes below drainage under pressure flow (siphonic condition).
- Level crossing: Both canal and drainage meet at the same level and cross each other.
Step 2: Analyse the figure.
The figure shows the canal flowing below, while the drainage/natural stream flows above it at a higher level.
The High Flood Level (HFL) of the drainage is clearly above the Full Supply Level of the canal.
This matches the definition of a super passage, where the drainage is carried over the canal.
Step 3: Eliminate other options.
- Not an aqueduct (because in aqueduct, the canal passes above drainage).
- Not a siphon aqueduct (no siphonic pressure flow in canal).
- Not a level crossing (levels are not same).
Hence, the correct answer is Super passage.
\[
\boxed{\text{Super passage}}
\]
Consider a reinforced concrete beam section of 350 mm width and 600 mm depth. The beam is reinforced with the tension steel of 800 mm\(^2\) area at an effective cover of 40 mm. Consider M20 concrete and Fe415 steel. Let the stress block considered for concrete in IS 456:2000 be replaced by an equivalent rectangular stress block, with no change in (a) the area of the stress block, (b) the design strength of concrete (at the strain of 0.0035), and (c) the location of neutral axis at flexural collapse.
The ultimate moment of resistance of the beam (in kN.m) is ___________ (round off to the nearest integer).
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:
