The chart below compares the Installed Capacity (MW) of four power generation technologies, T1, T2, T3, and T4, and their Electricity Generation (MWh) in a time of 1000 hours (h).
The Capacity Factor of a power generation technology is defined as: \[ \text{Capacity Factor} = \frac{\text{Electricity Generation (MWh)}}{\text{Installed Capacity (MW)} \times 1000 \, \text{(h)}} \] Which one of the given technologies has the highest Capacity Factor?
Step 1: Analyze the given data. From the chart: Installed Capacity of T1 = 20 MW, Electricity Generation of T1 = 12000 MWh. Installed Capacity of T2 = 30 MW, Electricity Generation of T2 = 9000 MWh. Installed Capacity of T3 = 40 MW, Electricity Generation of T3 = 8000 MWh. Installed Capacity of T4 = 50 MW, Electricity Generation of T4 = 7000 MWh.
Step 2: Calculate Capacity Factor for each technology. Using the formula: \[ \text{Capacity Factor} = \frac{\text{Electricity Generation (MWh)}}{\text{Installed Capacity (MW)} \times 1000} \] For T1: \[ \text{Capacity Factor} = \frac{12000}{20 \times 1000} = 0.6 \, (60\%). \] For T2: \[ \text{Capacity Factor} = \frac{9000}{30 \times 1000} = 0.3 \, (30\%). \] For T3: \[ \text{Capacity Factor} = \frac{8000}{40 \times 1000} = 0.2 \, (20\%). \] For T4: \[ \text{Capacity Factor} = \frac{7000}{50 \times 1000} = 0.14 \, (14\%). \]
Step 3: Compare the Capacity Factors. The Capacity Factors are: \[ \text{T1: } 60\%, \quad \text{T2: } 30\%, \quad \text{T3: } 20\%, \quad \text{T4: } 14\%. \] The highest Capacity Factor is for T1, with \( 60\% \).
Conclusion: The technology with the highest Capacity Factor is T1.

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:
