...
The absolute value is staying between
LaTeX Math Inline | ||
---|---|---|
|
LaTeX Math Inline | ||
---|---|---|
|
For complex well designs with varying pipe flow diameters and water source/stocks which may lead to substantial variation of flowrate the wellbore model can be split in segments each having a constant friction factor.
For the horizontal sections of wells and surface pipelines the value of friction-based pressure loss dominates over vanishing gravity-based pressure build up and requires more accurate calculations of Darcy friction factor with account of its variation along the flow.
Derivation
Consider a ration between friction-based pressure gradient
LaTeX Math Inline | ||
---|---|---|
|
LaTeX Math Inline | ||
---|---|---|
|
...
The decrease in water viscosity with growing temperature is partially compensated by decrease in response to growing pressure thus making viscosity staying within 10% along-hole in most practical cases (usually slightly decreasing with depth).
Providing that friction losses are only 3.3 % of the hydrostatic column the further variation of Darcy friction factor by 10% provides only 0.33 % error against pressure modelling with constant Darcy friction factor.
In case of slanted wells even a strong the inclination will not change the friction contribution by much (may increase by from 3 % up to 5 %).
See also
...
Physics / Fluid Dynamics / Pipe Flow Dynamics / Darcy–Weisbach equation / Darcy friction factor
...