Traffic Waves
Equations
We consider a single lane of road, and we measure distance along the road with the variable [math]\displaystyle{ x }[/math] and [math]\displaystyle{ t }[/math] is time. We define the following variables
If we consider a finite length of road [math]\displaystyle{ x_1\leq x \leq x_2 }[/math] then the net flow of cars in and out must be balanced by the change in density. This means that
We now consider continuous densities (which is obviously an approximation) and set [math]\displaystyle{ x_2 = x_1 + \Delta x }[/math] and we obtain
and if we take the limit as [math]\displaystyle{ \Delta x \to 0 }[/math] we obtain the differential equation
Note that this equation has been derived purely from the need to conserve cars and it currently is not possible to solve until we have derived a connection between [math]\displaystyle{ \rho }[/math] and [math]\displaystyle{ q }[/math].
Relationship between [math]\displaystyle{ \rho }[/math] and [math]\displaystyle{ q }[/math]
The simplest relationship between [math]\displaystyle{ \rho }[/math] and [math]\displaystyle{ q }[/math] is derived from the following assumptions
- When the density [math]\displaystyle{ \rho = 0 }[/math] the speed is [math]\displaystyle{ v=v_0 }[/math]
- When the density is [math]\displaystyle{ \rho = \rho_{\max} }[/math] the speed is [math]\displaystyle{ v=0 }[/math]
- The speed is a linear function of [math]\displaystyle{ \rho }[/math] between these two values.
This gives us
Equation for [math]\displaystyle{ \rho }[/math] only
If we substitute the expression for [math]\displaystyle{ q }[/math] into our differential equation we obtain
which gives us
or
where [math]\displaystyle{ c(\rho) = \left(v^{\prime}(\rho)\rho + v(\rho)\right) }[/math] is the kinematic wave speed. Note that this is not the speed of the cars, but the speed at which disturbances in the density travel.
Small Amplitude Disturbances
We can linearise the model by assuming that the variation in density is small so that we can write
where we assume that [math]\displaystyle{ \tilde{\rho} }[/math] is small. This allows us to write the equations as
where the main difference between this and the full equation is that we assume that [math]\displaystyle{ c }[/math] is a constant. This linearises the equation.
Under these assumptions the solution to the equation is
where [math]\displaystyle{ f }[/math] is determined by the initial condition. This represents disturbances which travel with speed [math]\displaystyle{ c(\rho_0) }[/math] in the positive [math]\displaystyle{ x }[/math] direction.
We now consider the characteristic curves which are curves along which the density [math]\displaystyle{ \rho }[/math] is a constant. These are give by
Nonlinear Initial Value Problem
We wish to solve
subject to the initial conditions
It turns out that the concept of characteristic curves is very important for this problem.
If we want [math]\displaystyle{ \rho(X(t),t) }[/math] to be a constant then we require
Comparing this to the governing partial differential equation we can see that we require
This means that the characteristics are straight lines with
This does not allow us to write down a solution to the initial value problem, all we can do is write
which allows us to calculate the solution stepping forward in time, but not to determine the solution given a value of [math]\displaystyle{ (x,t) }[/math].
The characteristics are a family of straight lines which will all have different slopes. If two characteristics meet, our solution method will break down because there will be two values of the density [math]\displaystyle{ \rho }[/math]. This gives rise to a shock. It turns out that this is a problem with the equations themselves and not with the solution method and requires special methods.
Case when no shocks are formed
The characteristic curves will fill the space without meeting provided that the wave speed [math]\displaystyle{ c(\rho_0) }[/math] is a monotonically increasing function of the distance [math]\displaystyle{ x }[/math]. If we work with our previous model we have
and
so that [math]\displaystyle{ c }[/math] is a monotonically decreasing function of density [math]\displaystyle{ \rho }[/math]. This means that the wave speed [math]\displaystyle{ c(\rho_0) }[/math] will be a monotonically increasing function of the distance [math]\displaystyle{ x }[/math] if an only if the density is a monotonically decreasing function. In this case the solution can be calculated straightforwardly by expansion of the initial density.
Riemann problem and the expansion fan
We can consider a simple problem in which there is a jump in the initial density
where [math]\displaystyle{ \rho_{L} \gt \rho_{R} }[/math] so that we do not form a shock. In this case the characteristics on each side of [math]\displaystyle{ x=0 }[/math] have a different slope and the question is what happens between. It is easiest to think about the following problem
We can then see that we have lines of uniformly varying slope for [math]\displaystyle{ -\epsilon\lt x\lt \epsilon }[/math] with slope between [math]\displaystyle{ c(\rho_L) }[/math] and [math]\displaystyle{ c(\rho_R) }[/math]. If we then take the limit as [math]\displaystyle{ \epsilon \to 0 }[/math] we obtain an expansion fan emanating from [math]\displaystyle{ x=0 }[/math].
The solution is then given by
This solution is known as an expansion fan.
Shocks
So far we have only considered the case when [math]\displaystyle{ c(x_0) }[/math] is monotonically increasing so that two characteristics never cross. We now consider the case when characteristics can meet. We can easily see that the first characteristics to meet will be neighbouring characteristics. Consider two characteristics with
Then these curves will meet at time [math]\displaystyle{ T }[/math] where
which implies that
Note the following
- If [math]\displaystyle{ c^{\prime}(x) \lt 0 }[/math] then no shock will form.
- The shock first forms at [math]\displaystyle{ T_{\min} = \min_{-\infty \lt t \lt \infty}\frac{1}{c^{\prime}(x_0)} }[/math] .
Shock Fitting
If we calculate the solution using our formula
then we find that the solution becomes multivalued in the case when a shock forms. We then have to fit a shock which we do by imposing the condition that equal areas are removed and added to the solution. This corresponds to the condition that the number of cars must be conserved