Fiche Ms 1 Flashcards

1
Q

Pression hydrostatique

A

P=||dF>||/dS (kg.m-1.s-2)=Pa

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2
Q

Loi de pascal

+ conséquence

A

P(z)=p0-(ro)gz

(Fluide incompressible, statique)

=> E=p(z)+rogz=cste

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3
Q

1Pa=…?

A

3/400mmHg

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4
Q

Poussée d’archimède

Résultante des forces

A

R>=(ros-rof)Vg>

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5
Q

Pr gaz parfait, pression en z

A

p(z)=p0.e(-Mgz/RT)=p0.e(-z/H)

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6
Q

Viscosité fluide parfait=….

A

=0

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7
Q

Débit volumique
+cas fluide parfait

+ dimension

A

Jv=dV/dt
=S.v
[Jv]=L3.T-1

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8
Q

Théorème de Bernoulli

  • conditions
  • énoncé
A
  • fluide incompressible
  • fluide parfait
  • écoulement permanent
  • le long d’une ligne de courant

E=0,5rov2+p+rogz=cste

=> Ea=Eb ds même ligne courant

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9
Q

[etat]

A

ML-1T-1

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10
Q

Frottements subit par une couche de fluide

A

||Fη>||=Fη=η.S.|dv(y)/dy|

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11
Q

Viscosité cinématique + dimension

A

Nu=η/ro

[nu]=L2T-1

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12
Q

Loi de poiseuille- débit fluide réel

A

Jv=(πR⁴ΔP)/8ηL

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13
Q

Densité de flux volumique

A

jc=Jv/S

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14
Q

[Re]=

A

Pas d’unité

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15
Q

Vitesse max d’écoulement laminaire d’une fluide

A

Vmax=ΔpR²/(4ηL)

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16
Q

Fluide incompressible permanent

A

Jv=cste

17
Q

Débit volumique d’une conduite inclinée

A

Jv=πR⁴ΔΕ/8ηL

Avec delta E la perte de charge du fluide sur une longueur L de conduite

18
Q

Résistance hydraulique

A

Rh=Δp/Jv
=8ηl/πR⁴
=128ηl/πD⁴

19
Q

Rh en série ou en parallèle

A

En série: Rh=Rh1+Rh2

En parallèle:
1/Rh=(1/Rh1) + (1/Rh2)

20
Q

Nombre de reynolds

+ type écoulements

A

Re=Dv(moy)ro/η

Laminaire Re<2000
Turbulent Re>2000