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Terrain Induced Slugging
Santos Ltd Adelaide, South Australia Industry
contact: Mr. Tung Nguyen (tung.nguyen@santos.com) Moderators: Prof. Robert
McKibbin Massey University NZ (r.mckibbin@massey.ac.nz) Dr. Mark McGuinness Victoria University NZ (mark.mcguinness@mcs.vuw.ac.nz) |
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Multiphase pipelines
frequently experiences liquid slugging caused by a number of mechanisms. One of these is influenced by the topography of
the pipeline which normally includes many uphill and downhill sections. Typically, liquids
enter a downhill section and accumulate at the bottom of the section until gas flow is
blocked. Line pressure will then rise until
the liquid head is overcome and the liquid plug is blown into the following sections. This effect cascades all the way to the pipeline
outlet. Typically, liquid outflow would rise
and flow in a fairly well defined cyclic pattern, with peak flows up to ten times the
calculated steady-state flow. Terrain-induced
slugging presents a challenge for pipeline design engineers. The liquid slugs have to be dealt with to prevent
upsets to processing facilities downstream of the pipeline outlet. Some theoretical work had
been done on this kind of slugging and the references are as follows. 1. De
Henau V & Raithby G D (1995), A Transient
Two-Fluid Model for The Simulation of Slug Flow in Pipelines I. Theory,
International Journal of Multiphase Flow, Vol. 21, No 3, pp. 335-349. 2. De
Henau V & Raithby G D (1995), A Transient
Two-Fluid Model for The Simulation of Slug Flow in Pipelines II. Validation,
International Journal of Multiphase Flow, Vol. 21, No 3, pp. 351-363. 3. De
Henau V & Raithby G D (1995), A Study of
Terrain-Induced Slugging in Two-Phase Flow Pipelines, International Journal of
Multiphase Flow, Vol. 21, No 3, pp. 365-379. Commercial softwares have
the capabilities of simulating terrain-induced slugging such as SimScis TACITE,
Hyprotechs ProFES but they are very expensive to acquire. The aim of the study
should be to come up with simple equations to estimate the peak liquid flow and the
peak-to-peak flow period. |
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