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Introduction to Relativistic Hydrodynamics

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<strong>Relativistic</strong> hydrodynamics<br />

Ideal hydrodynamics and dissipative effects<br />

◮ separate ideal and dissipative parts (Landau frame)<br />

T µν = T µν<br />

0<br />

N µ = N µ<br />

0<br />

+ δT µν<br />

+ δNµ<br />

Ideal Dissipative<br />

Pressure P = Ps + Π Π = 0 Π = 0<br />

Energy / heat current W µ W µ = 0 W µ = 0<br />

Shear stress tensor π µν π µν = 0 π µν = 0<br />

Charge current V µ<br />

i<br />

V µ<br />

i<br />

= 0 V µ<br />

i = 0<br />

◮ consider only ideal hydrodynamics for now<br />

1. local thermal equilibrium 3. unique flow u<br />

2. isotropy for the pressure<br />

µ<br />

L = uµ<br />

E<br />

4. no viscous corrections<br />

November 22nd, 2012 | TUD - IKP | D. Nowakowski | 13

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