Motivation
Proxy model of Pressure Profile in Homogeneous Steady-State Pipe Flow @model in the form of algebraic equation for the fast computation.
Outputs
Assumptions
Steady-State flow | Quasi-isothermal flow |
LaTeX Math Inline |
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body | --uriencoded--\displaystyle \frac%7B\partial p%7D%7B\partial t%7D = 0 |
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| LaTeX Math Inline |
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body | --uriencoded--\displaystyle \frac%7B\partial T%7D%7B\partial t%7D =0 \rightarrow T(t,l) = T(l) |
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Homogenous flow | |
LaTeX Math Inline |
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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) |
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Constant inclination | Constant friction along hole |
LaTeX Math Inline |
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body | --uriencoded--\displaystyle \theta(l) = \theta = %7B\rm const%7D \rightarrow \cos \theta = \frac%7Bdz%7D%7Bdl%7D = %7B\rm const%7D |
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Linear density |
LaTeX Math Inline |
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body | --uriencoded--\rho = \rho%5e* \cdot ( 1 + c%5e* \cdot p) |
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which leads to LaTeX Math Inline |
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body | --uriencoded--\displaystyle c(p) = \frac%7Bc%5e*%7D%7B1 + c%5e* \cdot p %7D |
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and LaTeX Math Inline |
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body | --uriencoded--c%5e* \, \rho%5e* = c_0 \, \rho_0 |
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Equations
Pressure profile along the pipe |
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LaTeX Math Block |
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anchor | PressureProfile |
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alignment | left |
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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} |
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LaTeX Math Block |
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| \cos \theta \neq 0 |
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LaTeX Math Block |
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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} |
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LaTeX Math Block |
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| \cos \theta = 0 |
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where
LaTeX Math Inline |
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body | --uriencoded--\displaystyle j_m = \frac%7B \dot m %7D%7B A%7D |
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| mass flux |
LaTeX Math Inline |
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body | --uriencoded--\displaystyle \dot m = \frac%7Bdm %7D%7B dt%7D |
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| mass flowrate |
LaTeX Math Inline |
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body | --uriencoded--\displaystyle q_0 = \frac%7BdV_0%7D%7Bdt%7D = \frac%7B \dot m %7D%7B \rho_0%7D |
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| Intake volumetric flowrate |
LaTeX Math Inline |
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body | \rho_0 = \rho(T_0, p_0) |
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| Intake fluid density |
LaTeX Math Inline |
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body | \Delta z(l) = z(l)-z(0) |
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| elevation drop along pipe trajectory |
LaTeX Math Inline |
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body | --uriencoded--f = f(%7B\rm Re%7D(T,\rho), \, \epsilon) = \rm const |
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| Darcy friction factor |
LaTeX Math Inline |
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body | --uriencoded--\displaystyle %7B\rm Re%7D(T,\rho) =\frac%7Bj_m \cdot d%7D%7B\mu(T,\rho)%7D |
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| Reynolds number in Pipe Flow |
| dynamic viscosity as function of fluid temperature and density |
LaTeX Math Inline |
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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) |
LaTeX Math Inline |
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body | G = g \, \cos \theta = \rm const |
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| gravity acceleration along pipe |
LaTeX Math Inline |
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body | --uriencoded--F = j_m%5e2 \cdot f/(2d) = F(l) = \rm const |
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LaTeX Math Block |
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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]
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LaTeX Math Block |
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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} |
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where
LaTeX Math Block |
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| n = \frac{f \, L^*}{d}
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LaTeX Math Block |
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| L^* = \frac{1}{2 \, G \, c^* \, \rho^*}
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LaTeX Math Block |
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anchor | rho_rho0 |
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alignment | left |
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| \rho_0/\rho = \frac{1+c^* p_0}{1+c^* p}
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with the following asymptotes:
Low compressible fluids: LaTeX Math Inline |
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body | --uriencoded--c%5e* p \ll 1, \, \, c%5e* p_0 \ll 1 |
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| High compressible fluids: LaTeX Math Inline |
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body | --uriencoded--c%5e* p \gg 1, \, \, c%5e* p_0 \gg 1 |
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LaTeX Math Inline |
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body | --uriencoded--\displaystyle \rho_0/\rho = c%5e* \cdot (p_0-p) |
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| LaTeX Math Inline |
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body | \displaystyle \rho_0/\rho = p_0/p |
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Approximations
which is equivalent to LaTeX Math Inline |
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body | --uriencoded--L%5e* \geq 1 |
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and holds true for the most of practical tube diameters (< 1 m ) |
LaTeX Math Block |
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| q_0^2 = \frac{A^2}{c^* \rho^*} \cdot \frac{1 - (\rho/\rho_0)^2 \cdot \exp \left( -L/ L^* \right)}{2 \ln (\rho_0/\rho) + fL/d \cdot (1- \exp \left( - L/ L^* \right))/(L/L^*)} |
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LaTeX Math Block |
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| \dot m^2 = \frac{A^2}{c^* \rho^*} \cdot \frac{\rho_0^2 - \rho^2 \cdot \exp \left( -L/ L^* \right)}{2 \ln (\rho_0/\rho) + fL/d \cdot (1- \exp \left( - L/ L^* \right))/(L/L^*)} |
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LaTeX Math Block |
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anchor | static |
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alignment | left |
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| \rho = \rho_0 \, \exp (2 \, L/L^*) \cdot \sqrt{ 1 - \frac{f}{2d} \cdot \frac{j_m^2}{G \, \rho_0^2} \cdot ( 1 - \exp(-L/L^*)} |
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LaTeX Math Block |
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| p(L) = \frac{1}{c^*} \cdot \left[
-1 + (1+c^* p_0) \cdot \exp (2 \, L/L^*) \cdot \sqrt{ 1 - \frac{f}{2d} \cdot \frac{j_m^2}{G \rho_0^2} \cdot \left(1 - \exp (-L/L^*) \right) }
\right] |
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Pressure Profile in GC-proxy static fluid column @model |
LaTeX Math Block |
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anchor | static |
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alignment | left |
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| \rho = \rho_0 \, \exp (L/L^*) |
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LaTeX Math Block |
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anchor | static |
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alignment | left |
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| p(L) = \frac{-1 + (1+c^* \, p_0) \cdot \exp(L/L^*)}{c^*} |
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See also
References
Show If |
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Panel |
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bgColor | papayawhip |
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title | ARAX |
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