To derive the total flood hydrograph at a catchment outlet from an isolated storm, the following sequence of methods is used:
Thus, the correct order is PRSQ, which corresponds to option (A).
This sequence ensures that all aspects of the storm’s effect on the catchment are considered in the right order, starting with the rainfall data and ending with the addition of the baseflow.
For the beam and loading shown in the figure, the second derivative of the deflection curve of the beam at the mid-point of AC is given by \( \frac{\alpha M_0}{8EI} \). The value of \( \alpha \) is ........ (rounded off to the nearest integer).
In levelling between two points A and B on the opposite banks of a river, the readings are taken by setting the instrument both at A and B, as shown in the table. If the RL of A is 150.000 m, the RL of B (in m) is ....... (rounded off to 3 decimal places).