IVP for nonlinear PDE $u_t + \frac{1}{3}{u_x}^3 = -cu$ I'm trying to solve the following partial differential equations:
$$
u_t + \frac{1}{3}{u_x}^3 = 0 \tag{a}
$$
$$
u_t + \frac{1}{3}{u_x}^3 = -cu \tag{b}
$$
with the initial value problem
$$
u(x,0)=h(x)=
\left\lbrace
\begin{aligned}
&e^{x}-1  & &\text{for}\quad x<0\\
&e^{-x}-1  & &\text{for}\quad x>0
\end{aligned}
\right.
$$
My idea was to set $v(x,t)=u_x(x,t)$, because then I get
the transport equation in $v$ which I am able to solve:
$v_t + v^2v_x =0$.
But when I do this, my solution for $v$ is
$$
v(x,t)=
\left\lbrace
\begin{aligned}
&\phantom{-}ae^{x-v^2 t}  & &\text{for}\quad x<0\\
&{-a}e^{-x+v^2 t}  & &\text{for}\quad x>0
\end{aligned}
\right.
$$
Can someone help me with this equation? Is
$u_x = a e^{x-u_x^2 t}$ the correct answer?
Or should I maybe do something very different to solve this equation?
 A: Both equations (a) and (b) are Hamilton-Jacobi equations. Indeed, they are derived from a canonical transformation involving a type-2 generating function $u(x,t)$ which makes vanish the new Hamiltonian
$$
K = H(x,u_x) + (\partial_t + c)\, u \, .
$$
Here, $H(q,p)=\frac{1}{3}p^3$ is the original Hamiltonian and $\partial_t + c$ defines the time-differentiation operator. Setting $v=u_x$, we have
$$
v_t = u_{tx} = -\left(\tfrac{1}{3}{u_x}^3\right)_x - cu_x = -v^2v_{x} - cv \, .
$$
Thus, we consider the first-order quasilinear PDE $v_t + v^2v_{x} = -cv$ with initial data $v(x,0) = h'(x) = \pm e^{\pm x}$ for $\pm x<0$,
and we apply the method of characteristics:


*

*$\frac{\text d t}{\text d s} = 1$, letting $t(0)=0$, we know $t=s$.

*$\frac{\text d v}{\text d s} = -cv$, letting $v(0)=h'(x_0)$, we know $v=h'(x_0)e^{-ct}$.

*$\frac{\text d x}{\text d s} = v^2$, letting $x(0)=x_0$, we know $x=\frac{1}{2c}h'(x_0)^2(1-e^{-2ct}) + x_0$.


Injecting $h'(x_0) = ve^{ct}$ in the equation of characteristics, one obtains the implicit equation
$$
v = h'\!\left(x-v^2\frac{e^{2ct}-1}{2c}\right) e^{-ct}\, .
$$
Along the same characteristic curves, we have


*

*$\frac{\text d u}{\text d s} = \tfrac23 v^3 - c u$, letting $u(0) = h(x_0)$, we know $u = h(x_0) e^{-ct} + \frac23\! \int_0^t e^{-c(t-s)} v(s)^3 \text d s$.


Thus, we get
$$
u = \left(h\!\left(x-v^2\frac{e^{2ct}-1}{2c}\right) + h'\!\left(x-v^2\frac{e^{2ct}-1}{2c}\right)^3 \frac{1-e^{-2ct}}{3c} \right) e^{-ct} \, ,
$$
where the link between $x_0$ and $v$ along characteristics has been used.
For short times, the previous solution is valid. The method of characteristics breaks down when characteristics intersect (breaking time). We use the fact that $\frac{\text d x}{\text d x_0}$ vanishes at the breaking time
$$
t_B = \inf_{x_0\in \Bbb R} \frac{-1}{2 c} \ln\left(1 + \frac{c}{h'(x_0)h''(x_0)}\right) .
$$
However, it seems pointless to look further for full analytical expressions in the general case.
If $c=0$, the characteristics are straight lines $x=x_0+v^2t$ along which $v=h'(x_0)$ is constant, and along which $u = h(x_0) + \frac23 v^3 t$. A sketch of the $x$-$t$ plane is displayed below:

The breaking time becomes $t_B = \inf_{x_0} -(2h'(x_0)h''(x_0))^{-1} = 1/2$.
For short times $t<t_B$, the implicit equation for $v$ reads
$v = h'(x-v^2t)$, i.e. $v = \pm e^{\pm (x-v^2t)}$ if $\pm(x-v^2t)<0$. Its analytic solution
$$
v(x,t) = \pm\exp\! \left(\pm x- \tfrac{1}{2}W(\pm 2t e^{\pm 2x})\right) \quad\text{for}\quad {\pm (}x-t) < 0 
$$
involves the Lambert W function. The expression of $u$ is deduced from $u = h(x-v^2 t) + \frac23 v^3 t$. For larger times $t>t_B$, particular care should be taken when computing weak solutions (shock waves) since the flux $f:v\mapsto \frac{1}{3}v^3$ is nonconvex.
