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Motivation

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Proxy model of Pressure Profile in Homogeneous Steady-State Pipe Flow @model in the form of algebraic equation for fast computation.

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LaTeX Math Inline
bodyp(l)

Pressure distribution along the pipe

LaTeX Math Inline
bodyq(l)

Flowrate distribution along the pipe

LaTeX Math Inline
bodyu(l)

Flow velocity distribution along the pipe

Inputs

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Pipe cross-section area  

LaTeX Math Inline
bodyT_0

Intake temperature 

LaTeX Math Inline
bodyT(l)

Along-pipe temperature profile 

LaTeX Math Inline
bodyp_0

Intake pressure 

LaTeX Math Inline
body\rho(T, p)

LaTeX Math Inline
bodyq_0z(l)

LaTeX Math Inline
body\mu(T, p)

LaTeX Math Inline
bodyz(l)

Pipeline trajectory TVDss


LaTeX Math Inline
body
A
LaTeX Math Inline
body
\theta(l)

Pipeline trajectory inclination,

LaTeX Math Inline
body--uriencoded--\displaystyle \cos \theta (l) = \frac%7Bdz%7D%7Bdl%7D

LaTeX Math Inline
body

\epsilon

A

Pipe cross-section area  Inner pipe wall roughness

Assumptions

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Steady-State flowQuasi-isothermal flow

LaTeX Math Inline
body--uriencoded--\displaystyle \frac%7B\partial p%7D%7B\partial t%7D = 0

LaTeX Math Inline
body--uriencoded--\displaystyle \frac%7B\partial T%7D%7B\partial t%7D =0 \rightarrow T(t,l) = T(l)

Homogenous flow

Constant cross-section pipe area

LaTeX Math Inline
bodyA
along hole

LaTeX Math Inline
body--uriencoded--\displaystyle \frac%7B\partial p%7D%7B\partial \tau_x%7D =\frac%7B\partial p%7D%7B\partial \tau_y%7D =0 \rightarrow p(t, \tau_x,\tau_y,l) = p(l)

LaTeX Math Inline
bodyA(l) = A = \rm const

Constant inclinationConstant friction along holeLinear density

LaTeX Math Inline
body--uriencoded--\displaystyle \theta(l) = \theta = %7B\rm const%7D \rightarrow \cos \theta = \frac%7Bdz%7D%7Bdl%7D = %7B\rm const%7D

LaTeX Math Inline
bodyf(l) = f = \rm const

Linear density

LaTeX Math Inline
body--uriencoded--\rho = \rho%5e* \cdot ( 1 + c%5e* \cdot p)

Equations

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LaTeX Math Block
anchorPressureProfile
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L = \frac{1}{2 \, G \, c^*  \rho^*}  \cdot \ln \frac{G \, \rho^2-F}{G \, \rho_0^2-F}
-\frac{d}{f} \cdot \ln \frac{F/\rho^2 - G}{ F/\rho_0^2-G}
LaTeX Math Block
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 \cos \theta \neq 0
LaTeX Math Block
anchorG0
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L = \frac{1}{2F\, c^* \rho^*} \cdot (\rho_0^2 - \rho^2)
 - \frac{2d}{f} \cdot \ln \frac{\rho_0}{\rho}
LaTeX Math Block
anchor1
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 \cos \theta = 0

where

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LaTeX Math Inline
body--uriencoded--\displaystyle j_m = \frac%7B \dot m %7D%7B A%7D

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LaTeX Math Inline
body--uriencoded--\displaystyle \dot m = \frac%7Bdm %7D%7B dt%7D

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LaTeX Math Inline
body--uriencoded--\displaystyle q_0 = \frac%7BdV_0%7D%7Bdt%7D = \frac%7B \dot m %7D%7B \rho_0%7D

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LaTeX Math Inline
body\rho_0 = \rho(T_0, p_0)

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LaTeX Math Inline
body\Delta z(l) = z(l)-z(0)

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LaTeX Math Inline
body--uriencoded--f = f(%7B\rm Re%7D(T,\rho), \, \epsilon) = \rm const

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LaTeX Math Inline
body--uriencoded--\displaystyle %7B\rm Re%7D(T,\rho) =\frac%7Bj_m \cdot d%7D%7B\mu(T,\rho)%7D

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LaTeX Math Inline
body\mu(T,\rho)

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dynamic viscosity as function of fluid temperature 

LaTeX Math Inline
bodyT
 and density 
LaTeX Math Inline
body\rho

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LaTeX Math Inline
body--uriencoded--\displaystyle d = \sqrt%7B \frac%7B4 A%7D%7B\pi%7D%7D = \rm const

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characteristic linear dimension of the pipe

(or exactly a pipe diameter in case of a circular pipe)

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LaTeX Math Inline
bodyG = g \, \cos \theta = \rm const

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LaTeX Math Inline
body--uriencoded--F = j_m%5e2 \cdot f/(2d) = F(l) = \rm const

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titleDerivation
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See Derivation of Pressure Profile in GF-Proxy Pipe Flow @model

Alternative forms

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LaTeX Math Block
anchorq_0G
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q_0^2 = \frac{2 d A^2 G}{f} \cdot \left[ 

1 + \frac{ (\rho/\rho_0)^2 -1}{1- (\rho_0/\rho)^{\frac{2}{n-1}} \cdot 
\exp \left( \frac{fL/d}{ n-1}  \right)}
\right], \quad n = \frac{f}{2 \, d \, G \, c^* \, \rho^*}

LaTeX Math Block
anchor1
alignmentleft
 \cos \theta \neq 0
LaTeX Math Block
anchorq0_G0
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q_0^2 = \frac{A^2}{c^* \rho^*} \cdot \frac{1 - (\rho/\rho_0)^2}{2 \ln (\rho_0/\rho) + fL/d}


Equation

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Pressure profile in

LaTeX Math Block
anchor1
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 \cos \theta = 0

where

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LaTeX Math Inline
body--uriencoded--\displaystyle \rho_0/\rho = \frac%7B1+c%5e* p_0%7D%7B1+c%5e* p%7D

with the following asymptotes:

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Low compressible fluids:

LaTeX Math Inline
body--uriencoded--c%5e* p \ll 1, \, \, c%5e* p_0 \ll 1

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High compressible fluids:

LaTeX Math Inline
body--uriencoded--c%5e* p \gg 1, \, \, c%5e* p_0 \gg 1

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LaTeX Math Inline
body--uriencoded--\displaystyle \rho_0/\rho = c%5e* \cdot (p_0-p)

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LaTeX Math Inline
body\displaystyle \rho_0/\rho = p_0/p

Approximations

Pressure profile in static fluid column, no flow:

LaTeX Math Inline
body\dot m = 0, \, q_0 = 0


LaTeX Math Block
anchorstatic
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p(L) = \frac{1}{c^*} \cdot \left[ -1 + (1+c^* \, p_0) \cdot \exp(c^*  \rho^*  G \, L)  \right]



Expand
titleDerivation


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See ...




See also


References

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Show If
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titleARAX




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