The ordinates of a one-hour unit hydrograph (1-hr UH) for a catchment are:

Using superposition, a $D$-hour unit hydrograph is derived. Its ordinates are found to be $3\ \text{m}^3\!/\text{s}$ at $t=1$ hour and $10\ \text{m}^3\!/\text{s}$ at $t=2$ hour. Find the value of $D$ (integer).
Step 1: Relation between $D$-hr UH and 1-hr UH (superposition).
The $D$-hr UH ordinate at time $t$ equals the average of $D$ successive ordinates of the 1-hr UH:
\[
U_D(t)=\frac{1}{D}\sum_{i=0}^{D-1}U_1(t-i), U_1(\tau)=0\ \text{for }\tau<0.
\]
Step 2: Use the value at $t=1$ hour.
\[
U_D(1)=\frac{1}{D}\big(U_1(1)+U_1(0)+\cdots\big)
=\frac{1}{D}(9+0+\cdots)=\frac{9}{D}.
\]
Given $U_D(1)=3\ \Rightarrow\ \dfrac{9}{D}=3 \Rightarrow D=3.$
Step 3: Check with the value at $t=2$ hour.
For $D=3$:
\[
U_D(2)=\frac{1}{3}\big(U_1(2)+U_1(1)+U_1(0)\big)
=\frac{1}{3}(21+9+0)=\frac{30}{3}=10,
\]
which matches the given ordinate $\Rightarrow$ value confirmed.
\[
\boxed{D=3}
\]
The cross-section of a small river is sub-divided into seven segments of width 1.5 m each. The average depth, and velocity at different depths were measured during a field campaign at the middle of each segment width. The discharge computed by the velocity area method for the given data is m$^3$/s (round off to one decimal place).}

A catchment may be idealized as a circle of radius 30 km. There are five rain gauges, one at the center of the catchment and four on the boundary (equi-spaced), as shown in the figure (not to scale). The annual rainfall recorded at these gauges in a particular year are given below.

Using the Thiessen polygon method, what is the average rainfall (in mm, rounded off to two decimal places) over the catchment in that year?

A 12-hour storm occurs over a catchment and results in a direct runoff depth of 100 mm. The time-distribution of the rainfall intensity is shown in the figure (not to scale). The $\varphi$-index of the storm is (in mm, rounded off to two decimal places):

| Point | Staff Readings Back side | Staff Readings Fore side | Remarks |
|---|---|---|---|
| P | -2.050 | - | 200.000 |
| Q | 1.050 | 0.95 | Change Point |
| R | - | -1.655 | - |