1990
DOI: 10.1252/jcej.23.87
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A generalized Patel-Teja equation of state for polar and nonpolar fluids and their mixtures.

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Cited by 261 publications
(240 citation statements)
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“…Figure 4c supports this observation through erratic distribution of error% in varying pressures. This could be attributed to different origin of VPT which is a modified form of three-parameter PT-EOS (Valderrama 1990). Therefore, one could not expect similar trend between predictions of PR/SRK and VPT.…”
Section: Resultsmentioning
confidence: 93%
See 1 more Smart Citation
“…Figure 4c supports this observation through erratic distribution of error% in varying pressures. This could be attributed to different origin of VPT which is a modified form of three-parameter PT-EOS (Valderrama 1990). Therefore, one could not expect similar trend between predictions of PR/SRK and VPT.…”
Section: Resultsmentioning
confidence: 93%
“…Although PT-EOS was a major improvement in area of CEOSs, nevertheless, unlike SRK or PR, it involves more complexity, that is, solving an additional three-degree polynomial to calculate Z c . To reduce complexity of original PT-EOS while maintaining its advantages, Valderrama (1990) proposed a generalized expression by considering the experimental values of Z c , given by:…”
Section: Valderrama-patel-teja Equation Of State (Vpt-eos)mentioning
confidence: 99%
“…They are: Redlich-Kwong (RK;Redlich and Kwong, 1949), Soave-Redlich-Kwong (SRK;Soave, 1972), Soave-van der Waals (SVDW;Soave, 1984), Peng-Robinson (PR;Peng and Robinson, 1976), Patel-Teja (PT;Patel and Teja, 1982), Patel-Teja-VC (PTVC;Valderrama and Cisternas, 1986), and Patel-TejaValderrama (PTV;Valderrama, 1990). All these EOS can be expressed by the following general expression:…”
Section: Presentation Of the Equationsmentioning
confidence: 99%
“…This software makes use of the Valderrama modification of the Patel-Teja equation of state [Valderrama, 1990] to calculate the hydrate phase boundary for a range of hydrate structures, hydrateforming molecules, inhibitors, and salinities [e.g., Tohidi et al, 1995]. Our models assume hydrostatic pressure, which is generally acceptable for the uppermost few hundred meters of sediment, where lithostatic pressure is minimal [Flemings et al, 2003], but it must be noted that some modeled HSZs extend below this boundary.…”
Section: Introductionmentioning
confidence: 99%