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.
\[
\boxed{D=3}
\]
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:

The figures, I, II, and III are parts of a sequence. Which one of the following options comes next in the sequence as IV?
