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| 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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| anchor | PressureProfileG0 |
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| alignment | left |
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| L = \frac{\rho_01}{j_m^2 \cdot f/(2d)}
\left[ (p_0-p) + \frac{c^*}{2 p_0} \left( p2F\, c^* \rho^*} \cdot (\rho_0^2 - p^2 \rightrho^2) \right]
- \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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The
| LaTeX Math Block Reference |
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equation for horizontal pipelines can be re-written in terms of explicit pressure:| LaTeX Math Block |
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L = (\rho^*/F) \cdot (p_0-p) \cdot (1+ 0.5 \, c^* \cdot (p+p_0)) |
See also
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