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Motivation


One of the key problems in designing the pipelines and wells and controlling the fluid transport along is to predict the pressure along-hole pressure distribution during the stationary fluid transport.

In many cases the flow can be considered as isothermal or quasi-isothermal.

Pipeline flow simulator is addressing this problem with account of the varying pipeline trajectory, gravity effects and fluid friction with pipeline walls.


Inputs & Outputs


InputsOutputs

Pipeline trajectory {\bf r} = {\bf r}(l) = \{ x(l), \, y(l), \, z(l) \}

along-pipe distribution of stabilised pressure  p(l)

Pipeline cross-section area  A(l)

along-pipe distribution of stabilised flow rate  q(l)

Fluid density \rho(T, p) and fluid viscosity  \mu(T, p)

along-pipe distribution of stabilised average flow velocity  u(l) 

Inner pipe wall roughness \epsilon


Assumptions


Stationary flow
Homogenous flow
Isothermal or quasi-isothermal conditions

Constant area A(l) along hole



Equations


(1) \bigg( 1 - \frac{c(p) \, \rho_s^2 \, q_s^2}{A^2} \bigg ) \frac{dp}{dl} = \rho(p) \, g \, \frac{dz}{dl} - \frac{\rho_s^2 \, q_s^2 }{2 A^2 d} \frac{f(p)}{\rho(p)}


Approximations



Incompressible fluid with constant friction


Pressure profilePressure gradient profile
(2) p(l) = p_s + \rho \, g \, z(l) - \frac{\rho_s \, q_s^2 }{2 A^2 d} \, f_s \, l
(3) \frac{dp}{dl} = \rho \, g \cos \theta(l) - \frac{\rho_s \, q_s^2 }{2 A^2 d} \, f_s

where

\displaystyle \cos \theta(l) = \frac{dz(l)}{dl}

correction factor for trajectory deviation


The first term in  (3) defines the hydrostatic column of static fluid while the last term defines the friction losses under fluid movement:





In water producing or water injecting wells the friction factor  can be assumed constant  f(l) = f_s = \rm const along-hole ( see  Darcy friction factor in water producing/injecting wells ).



References







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