The point where the road alignment changes from a tangent to a curve is known as ___________.
Identify the treatment technology/technologies NOT recommended for highly biodegradable organic solid wastes.
The bank of a canal has the profile shown in the figure. The material is a homogeneous clay with a bulk unit weight of 20 kN/m\(^3\), undrained cohesion of 30 kPa and is fully saturated (\( \phi = 0 \)). For the trial slip circle shown, the area ABCDEA is 150 m\(^2\) and the centroid is at P. A tension crack (DE) of 2.5 m deep was also observed. Assume unit weight of water is 9.81 kN/m\(^3\) and consider 1 m run of the bank for the analysis.
Considering the canal is empty and the tension crack is completely filled with water, the factor of safety against slope failure of the bank is ......... (round off to two decimal places).

Which one of the following statements is TRUE for Greenhouse Gas (GHG) in the atmosphere?
Match the following air pollutants with the most appropriate adverse health effects:

The concentration \( S(x, t) \) of pollutants in a one-dimensional reservoir at position \\(( x \text{ and time } t \text{ satisfies the diffusion equation}\)
\[\frac{\partial s(x, t)}{\partial t} = D \frac{\partial^2 s(x, t)}{\partial x^2}\]on the domain \( 0 \le x \le L \), where \( D \) is the diffusion coefficient of the pollutants. The initial condition \( S(x, 0) \) is defined by the step-function shown in the figure.

The boundary conditions of the problem are given by \( \frac{\partial s(x, t)}{\partial x} = 0 \) at the boundary points \(x = 0 \text{ and }\) \(x = L \text{ at all times}\). Consider \(D = 0.1 \ \text{m}^2/ \text{s}, S_0 = 5 \ \mu \text{mol/m}\), \(\text{and} L = 10 \ \text{m}.\) The steady-state concentration} \(\hat{s} \left( \frac{L}{2} \right) = s \left( \frac{L}{2}, \infty \right)\) at the center \(x = \frac{L}{2} \)\( \text{ of the reservoir is}\) _________ (in \(\mu \text{mol/m}) \)(in integer).