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DG
notes
Commits
4464159a
Commit
4464159a
authored
1 year ago
by
Florian Atteneder
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update grhd notes
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tex/grhd.tex
+36
-24
36 additions, 24 deletions
tex/grhd.tex
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and
24 deletions
tex/grhd.tex
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36
−
24
View file @
4464159a
...
...
@@ -2348,7 +2348,7 @@ We find
\end{align}
Two commonly used frames are
\begin{enumerate}
\item
Eck
h
art frame:
$
\delta
u
_
\mu
$
chosen such that
$
j
_
\mu
=
0
$
which corresponds to no charge flow in the local rest frame,
\item
Eckart frame:
$
\delta
u
_
\mu
$
chosen such that
$
j
_
\mu
=
0
$
which corresponds to no charge flow in the local rest frame,
\item
Landau frame:
$
\delta
u
_
\mu
$
chosen such that
$
q
_
\mu
=
0
$
which corresponds to no energy flow in the local rest frame.
\end{enumerate}
...
...
@@ -2683,11 +2683,11 @@ These invariants hold in a generic unspecified frame.
They depend on the coefficients
$
\eta
,
\zeta
,
\sigma
,
\chi
_
T
$
which
in turn depend on the zero-derivative hydro variables.
\cite
{
kovtun2012lecture
}
says that
$
\chi
_
T
$
is supposed to be zero so that the
equations derived in the Eck
h
art frame provide the right non-relativistic limit
equations derived in the Eckart frame provide the right non-relativistic limit
(I suppose he means the Navier-Stokes equations).
However, I think this term needs to be kept around when making frame transformations.
From
\eqref
{
eq:frame-invariants
}
we can derive the Eck
h
art frame, which is characterized
From
\eqref
{
eq:frame-invariants
}
we can derive the Eckart frame, which is characterized
by
$
j
^
\mu
=
0
,
\EE
=
\epsilon
,
\NN
=
n
$
.
Using
\eqref
{
eq:invariant-l-mu
}
and
$
j
^
\mu
=
0
$
we find
\begin{align}
...
...
@@ -2713,7 +2713,7 @@ and because of $\EE = \epsilon, \NN = n$ we find
\subsubsection
{
Eck
h
art frame
}
\subsubsection
{
Eckart frame
}
This is probably not the frame we want to use with the AV method, because
there
$
j
^
\mu
=
0
$
which in turn implies that the continuity equation of hydro
...
...
@@ -2743,7 +2743,7 @@ for the equilibrium quantities
\epsilon
= -p + T s +
\mu
n,
\end{align}
where
$
s
$
is the specific entropy.
Because for the Eck
h
art frame discussed here we have
$
\EE
=
\epsilon
,
\NN
=
n
$
as well as
Because for the Eckart frame discussed here we have
$
\EE
=
\epsilon
,
\NN
=
n
$
as well as
\begin{align}
s
&
=
\pdv
{
\PP
}{
T
}
+
\OO
(
\partial
^
2),
&
...
...
@@ -2755,7 +2755,7 @@ Because for the Eckhart frame discussed here we have $\EE = \epsilon, \NN = n$ a
\right
) +
\OO
(
\partial
^
2).
\end{align}
\question
{
Is the choice
$
\EE
=
\epsilon
,
\NN
=
n
$
always implied
when talking about the Eck
h
art frame?
}
when talking about the Eckart frame?
}
With this we can rewrite
\eqref
{
eq:div-t-munu-transverse
}
as
\begin{align}
\Delta
_{
\mu\nu
}
u
^
\lambda
\partial
_
\lambda
u
^
\mu
&
=
...
...
@@ -3050,34 +3050,39 @@ First, we simplify \eqref{eq:transverse-traceless-symmetric-tensor}:
-
\frac
{
1
}{
2
}
\tensor
{
\Delta
}{_
\mu
^
\nu
}
\partial
_
\lambda
u
^
\lambda
\,
.
\end{align}
Next we derive identities with which we can eliminate temporal derivatives of
$
u
^
\mu
$
when we are given
$
v
^
i, a
^
\mu
$
.
From
\eqref
{
eq:four-acceleration
}
we derive
\begin{align}
\partial
_
t u
^
t
&
=
\frac
{
1
}{
u
^
t
}
( v
_
j a
^
j - u
^
j
\partial
_
j u
^
t )
&
\partial
_
t u
_
i
&
=
\frac
{
1
}{
u
^
t
}
( a
_
i - u
^
j
\partial
_
j u
_
i )
\nonumber\\
&
=
\frac
{
1
}{
W
}
( v
_
i a
^
i - W v
^
i
\partial
_
i W )
\,
,
&
&
=
\frac
{
1
}{
W
}
(a
_
i - W v
^
j
\partial
_
j (W v
_
i) )
\,
.
\end{align}
With this we can rewrite the divergence as
\begin{align}
\partial
_
\lambda
u
^
\lambda
&
=
\frac
{
1
}{
u
^
t
}
( v
_
i a
^
i - u
^
i
\partial
_
i u
^
t ) +
\partial
_
i u
^
i
\,
.
\end{align}
%
Next we derive identities with which we can eliminate temporal derivatives of $u^\mu$
%
when we are given $v^i, a^\mu$.
%
From \eqref{eq:four-acceleration} we derive
%
\begin{align}
%
\partial_t u^t &= \frac{1}{u^t} ( v_j a^j - u^j \partial_j u^t )
%
&
%
\partial_t u_i &= \frac{1}{u^t} ( a_i - u^j \partial_j u_i )
%
\nonumber\\
%
&= \frac{1}{W} ( v_i a^i - W v^i \partial_i W ) \, ,
%
&
%
&= \frac{1}{W} (a_i - W v^j \partial_j (W v_i) ) \, .
%
\end{align}
%
With this we can rewrite the divergence as
%
\begin{align}
%
\partial_\lambda u^\lambda &=
%
\frac{1}{u^t} ( v_i a^i - u^i \partial_i u^t ) + \partial_i u^i \, .
%
\end{align}
The Euler equation in SR and with diffusive terms included now reads
\begin{align}
0
&
=
\partial
_
t(S
_
i - s
_
i) +
\partial
_
j(f
_{
S,i
}^
j - f
_{
s,i
}^
j)
\,
,
\\
S
_
i
&
= (
\epsilon
+ p) v
_
i
W
^
2
\,
,
S
_
i
&
=
W
^
2
(
\epsilon
+ p) v
_
i
\,
,
\\
s
_
i
&
=
\zeta
v
_
i W
^
2
\partial
_
\lambda
u
^
\lambda
+
\eta
(
\partial
_
i W +
\eta
^{
t
\mu
}
\partial
_
\mu
u
_
i + W a
_
i + u
_
i v
_
j a
^
j -
\frac
{
1
}{
2
}
v
_
i W
^
2
\partial
_
\lambda
u
^
\lambda
)
\,
\nonumber\\
&
=
\zeta
v
_
i W
^
2
\partial
_
\lambda
u
^
\lambda
+
\eta
(
\partial
_
i W -
\partial
_
t (W v
_
i) + W a
_
i + W v
_
i v
_
j a
^
j -
\frac
{
1
}{
2
}
v
_
i W
^
2
\partial
_
\lambda
u
^
\lambda
)
\,
,
\end{align}
...
...
@@ -3247,6 +3252,13 @@ However, its not yet clear if this part is really susceptible to errors, or whet
such a variable transformation should not already be incorporated in
the zero-derivative hydro equations and, therefore, in the
\constoprim
{}
routine?
}
The above procedure was first proposed in
\cite
{
pandya2022conservative
}
where they
observed that the primitive recovery in the BDNK formulation can be done analytically,
however, it suffers from the problem that the recovery becomes indeterminant in the
case of vanishing physical viscosities. To this end, they recovered the time derivatives
of the primitives of the zero-derivative hydro equations (
$
\pdvt
\rho
_
0
,
\pdvt
\epsilon
,
\pdvt
v
_
i
$
)
in the above way, because it ensures that in the limit of vanishing viscosity the equations
are consistent.
\printbibliography
...
...
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