Annulus Pipe
Lossy model of an annulus pipe
Description
Equations
Variables
Connections
Parameters
The Annulus Pipe component models an annulus pipe with losses. The pressure drop is computed with the Darcy equation. When the Reynolds number is greater than the maximum value for laminar flow but less than the minimum value for turbulent flow, the friction factor is determined using linear interpolation.
q=qA=−qB=Re⁢A⁢νDh
p=pA−pB=12⁢L⁢ρ⁢ν2Dh3⁢Re⁢{fColebrook⁡Re,εDh⁢Remode=+turbulent∨mode=-turbulentfL+fT−fLReT−ReL⁢Re−ReL⁢Remode=+mixed∨mode=-mixedAnnulusShapeFactor⁡Di,D0otherwise
mode={+turbulentReT<Re-turbulentReT<−Re+mixedReL<Re-mixedReL<−Relaminarotherwise
Dh=Do−DiA=π4⁢Do2−Di2
fColebrook=Re,εD→1.8⁢log10⁡6.9Re+εD3.71.11−2
Name
Units
Modelica ID
p
Pa
Pressure drop from A to B
pX
Pressure at port X
q
m3s
Flow rate from A to B
qX
Flow into port X
portA
Upstream hydraulic port
portB
Downstream hydraulic port
General Parameters
Default
Di
0.005
m
Annulus pipe inner diameter
Do
0.01
Annulus pipe outer diameter
ε
1.5·10−5
Height of inner surface roughness
epsilon
L
5
Length of pipe
ReL
2·103
Reynolds number at transition to laminar flow
ReT
4·103
Reynolds number at transition to turbulent flow
See Also
Hydraulics Library
Restrictions
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