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Pressure profile along the pipe


LaTeX Math Block
anchorPressureProfile
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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}



LaTeX Math Block
anchor1
alignmentleft
 \cos \theta \neq 0



LaTeX Math Block
anchorG0
alignmentleft
L = \frac{1}{2F\, c^* \rho^*} \cdot (\rho_0^2 - \rho^2)
 + \frac{2d}{f} \cdot \ln \frac{\rho_0}{\rho}



LaTeX Math Block
anchor1
alignmentleft
 \cos \theta = 0


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