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Incompressible fluid with constant friction


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



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



LaTeX Math Block
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u(l) = \frac{q_0}{A(l)}



LaTeX Math Block
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q(l) =q_0 = \rm const


where

LaTeX Math Inline
body\displaystyle \cos \theta(l) = \frac{dz(l)}{dl}

correction factor for trajectory deviation

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The first term in 

LaTeX Math Block Reference
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defines the hydrostatic column of static fluid while the last term defines the friction losses under fluid movement:


In most practical applications in water producing or water injecting wells the water can be considered as incompressible and friction factor  can   an be assumed constant

LaTeX Math Inline
body f(l) = f_s = \rm const
 along-hole ( see  Darcy friction factor in water producing/injecting wells ).

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