LaTeX Math Inline |
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body | \rho_0 = \rho(T_0, p_0) |
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| Intake fluid density |
| Intake 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 = \dot m / \rho_0 |
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| Intake flowrate |
LaTeX Math Inline |
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body | u_0 = u(l=0) = q_0 / A = j_m / \rho_0 |
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| Intake Fluid velocity | 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_s = f(%7B\rm Re%7D_s, \, \epsilon) |
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| Darcy friction factor at intake point |
LaTeX Math Inline |
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body | --uriencoded--\displaystyle %7B\rm Re%7D = \frac%7Bu(l) \cdot d%7D%7B\nu(l)%7D = \frac%7B4 \rho_0 q_0%7D%7B\pi d%7D \frac%7B1%7D%7B\mu%7D |
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| Reynolds number at intake point |
LaTeX Math Inline |
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body | --uriencoded--\displaystyle d = \sqrt%7B \frac%7B4 A%7D%7B\pi%7D%7D |
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| characteristic linear dimension of the pipe (or exactly a pipe diameter in case of a circular pipe) |