Step 1: Backward difference discretization.
Backward (implicit) Euler at time \(t_n=t_{n-1}+\Delta t = 3.15\) s:
\[
\frac{u_n-u_{n-1}}{\Delta t} + 2\,t_n\,u_n^2 = 1 .
\]
Step 2: Substitute data.
\(u_{n-1}=1.75,\ \Delta t=0.01,\ t_n=3.15\):
\[
\frac{u_n-1.75}{0.01} + 2(3.15)u_n^2 = 1 .
\]
Step 3: Solve for \(u_n\).
\[
(u_n-1.75) + 0.01\big[\,1-2(3.15)u_n^2\,\big] = 0
\Rightarrow
315\,u_n^2 + 100\,u_n - 175.1 = 0 .
\]
Solving the quadratic (physically relevant root): \(u_n \approx 1.598935\).
Step 4: Required difference.
\[
u_n-u_{n-1} \approx 1.598935-1.75 = -0.151065 \approx \boxed{-0.151}.
\]
The “order” of the following ordinary differential equation is ___________.
\[ \frac{d^3 y}{dx^3} + \left( \frac{d^2 y}{dx^2} \right)^6 + \left( \frac{dy}{dx} \right)^4 + y = 0 \]
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?