According to fig.(V.1), after the first initial discontinuity
the absolute values of the velocities (
) of the flow are related by:
With the aid of eq.(27.6), the velocities of eq(28.1) are given by:
Inserting eqs.(28.2)-(28.4) into eq.(28.1)
and substituting for the specific volumes from eq.(27.1), one ends
up with a relation which relates the pressure as a function of
,
and the polytropic indexes in an algebraic linear form.
Straightforward manipulations show that the resulting equation does not
have an easy analytic solution, even for the particular cases in which
a strong or weak incident shock collides with the cloud.
In order to find a set of analytic solutions, let us first describe
a particular solution to the problem. If we consider a cloud with an
initial infinite density -a solid wall, then eq.(28.1) takes the
form
, and a ``zeroth order'' solution is found
(Landau & Lifshitz, 1995):
where is the value of the pressure behind the
reflected and transmitted shocks for the case in which the cloud has
specific volume
. For this particular case,
eq.(28.5) determines
as a function of
and
,
which are initial conditions to the problem. Due to the fact that the gas
is polytropic, this relation is the required solution to the problem.
In order to find a solution more appropriate to the general case, we
can make the approximation that
is a first order quantity, that
is:
where the quantities with a star are of the first order and the subscript 0 represents the values at zeroth order approximation. Substituting eqs.(28.6)-(28.8) into eqs.(28.3)-(28.4) gives:
From the shock adiabatic relation, eq.(27.1), and eqs.(28.6)-(28.8) it follows that
Substituting eqs.(28.9)-(28.10) and eq.(28.13) in eq.(28.1) gives the required solution:
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(28.14) |
where:
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The specific volumes
and
are given
by eq.(28.11) and eq.(28.12) respectively. For
completeness, approximations to eq.(28.14) for the case of a very
strong incident shock and that of a weak incident shock are given:
and
in the weak limit. Fig.(V.2) shows a plot of the
pressure
as a function of the strength of the incident shock.
It is interesting to note that even for very strong incident shocks
the ratio
differs from zero, which follows directly from
eq.(28.5) and eq.(28.15). This simply means that the
reflected shock is not strong, no matter what initial conditions were
chosen.
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There are certain important general relations which follow from these
results. Firstly, by definition the pressure behind the shock
is greater than the pressure
of the environment. Now consider
a strong incident shock. Since
, it
follows that the shock transmitted into the cloud is very strong. Also,
the reflected shock does not have to compress the gas behind it too much
to acquire the required equilibrium and so, it is not a strong shock. This
last statement is in agreement with eq.(28.15). In general,
for any strength of the incident shock, since the inequality
holds, continuity demands that the reflected shock
cannot be strong and, more importantly, that the penetrating shock is
always stronger than the reflected one.
Secondly, very general inequalities are satisfied by the velocities
,
,
as defined in fig.(V.1).
For instance:
This result follows from the fact that
holds, and the left hand side of this
inequality is just
according to mass flux conservation across
the reflected shock.
On the other hand, from eq.(28.3) and eq.(28.4), since
it follows that a necessary and sufficient condition for
to be true is that
. This last condition is satisfied for sufficiently small
values of
. To give an estimate of the smallness of the cloud's
specific volume needed, note that a necessary and sufficient condition
for
to be valid is:
according to the shock adiabatic relation for the transmitted
and reflected shocks. Since
and
it follows that:
which is very similar to eq.(27.7). In the same fashion,
under the assumption that the polytropic indexes are of the same order
of magnitude, eq.(28.19) implies
, which was
an initial assumption. Although eq.(28.19) is not sufficient,
because
is a first order quantity, we can use in what follows:
The inequalities in eq.(28.17) and eq.(28.20) will prove to be useful later when we choose a more suitable reference system to describe the problem in question.
Sergio Mendoza Fri Apr 20, 2001