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\bigg( 1 -  \frac{c(p) \, \rho_0^2 \, q_0^2}{A^2}   \bigg )  \frac{dp}{dl} = \rho(p) \, g \, \frac{dz}{dl}  - \frac{\rho_0^2 \, q_0^2 }{2 A^2 d} \frac{f({\rm Re}, \, \epsilon)}{\rho(p)}



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u(l) = \frac{\rho_0 \cdot q_0}{\rho(p) \cdot A}



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q(l) = \frac{\rho_0 \cdot q_0}{\rho(p)}


where

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body--uriencoded--f(%7B\rm Re%7D, \, \epsilon)

Darcy friction factor

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body--uriencoded--\displaystyle %7B\rm Re%7D = \frac%7Bu \cdot d%7D%7B\nu%7D

Reynolds number

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body--uriencoded--\displaystyle d = \sqrt%7B \frac%7B4 A%7D%7B\pi%7D%7D

characteristic linear dimension of the pipe

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


See Derivation of Stationary Isothermal Homogenous Pipe Flow Pressure Profile @model.


Approximations

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Incompressible pipe flow 
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body\rho(p) = \rho_0
with constant friction 
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body--uriencoded--f(

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%7B\rm Re%7D, \, \epsilon) = f_0


Pressure profilePressure gradient profileFluid velocityFluid rate


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p(l) = p_0 + \rho \, g \, z(l) - \frac{\rho_0 \, q_0^2 }{2 A^2 d} \, f_0 \, l



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\frac{dp}{dl} = \rho \, g \cos \theta(l) - \frac{\rho_0 \, q_0^2 }{2 A^2 d} \, f_0 



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u(l) = \frac{q_0}{A}



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q(l) =q_0 = \rm const


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