Basics of Multiphase flow - I
Understanding multiphase flow is crucial for many applications in oil and gas to maximize production. Thus, I try to present summary of some basic concepts that are necessary to understand. Throughout this article, I introduce some brief information about: I) History of multiphase flow studies, and II) A simple overview of single-phase flow.
I - Evolution of Multiphase flow in Pipes:
In 1954, Gilbert divided the production system into three categories: Inflow performance (IPR), vertical-lift performance (VLP), and bean performance. Many attempts have been developed to better understand and predict VLP.
A) Brill and Arirachakaran (1992) distinguished three periods:
1. The Empirical Period (1950-70s). Most investigators at that time used two-phase data obtained from the laboratory. Fluids were treated as homogeneous mixtures, and slippage effect was accounted for using empirical correlations. Precision of the used correlations were limited due to unavailability of advanced data acquisition systems.
2. The Awakening Years (1970-85). The introduction of computers coupled with empirical correlations, and numerical techniques made it recognizable that the available methods had many problems ,and that the assumption of a homogeneous mixture being used in correlations is over-simplified.
3. The Modeling Era (1980-Present). A combination of experimental and theoretical approaches were coupled with the availability of higher quality data. Mechanistic models were improved to better describe the physical phenomena, and Investigators showed that modeling approaches are more accurate than empirical correlations (Xiao et al. 1990; Ansari et al. 1994), yet empirical correlations are still necessary for some parameters such as liquid holdup calculation.
B) Steady-state multiphase flow simulation tools
Shippen and Bailey (2012) stated that historical context, limitations, and applicability should be considered when selecting a model. In addition, they revealed that some old techniques such as Hagedorn and Brown model (1965) performs well against modern mechanistic models.
They mentioned that the present state-of-art in modelling includes include the OLGA Steady-State Model (OLGAS), LedaFlow Point Model (Leda-PM), and TUFFP Unified Model. The Unified Model developed by TUFFP (Tulsa University Fluid Flow Projects research consortium) assumes that slug flow shares transition boundaries with all other flow patterns. This approach is different from other models in a way that it does not use separate model for each flow pattern.
C) Recent Research
Al-Shammari (2011) introduced the utilization of Fuzzy logic neural networks In predicting pressure drop in two-phase vertical systems. The model was built on parameters of (WHP, Ql, WC, GOR, API, reservoir temperature, and tubing ID). Attia et. al. (2015) showed the application of artificial intelligence (AI) in pressure drop calculations for a multiphase flow system along a surface line, and vertical section in a well and proved that neural networks are competitive after comparing their results with correlations from Prosper software. Al-Naser et. al. (2016) introduced the use of artificial neural networks (ANN) as a promising technique for flow pattern identification implying natural logarithmic normalization, and declared that their model achieved 97% accuracy in classifying patterns.?
II - Single Phase Flow
A) Basic Concepts
As stated earlier, calculation of changes in pressure and temperature along pipes is based on the concepts of conservation of mass, momentum, and energy. Steady-state condition assumes that conservation laws are independent of time. Here, we briefly state the conceptual theories as following:
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Types of forces that act externally on fluids: A) Shear force: it results from shear along pipe wall, and acts against the direction of the flow. B) Gravity force: the product of hydrostatic pressure and cross-sectional area, and acts downward. C) Pressure force: defined by equation of state and its value depends on magnitude and direction of shear and gravity forces.
B) Pressure Gradient Equation
It is derived from the above equations in order to calculate pressure at any point along the pipe:
Hydrostatic terms is the highest contributor to pressure loss except for wells with very high flow rates in which friction term is the dominant one. Kinetic term is only considered for compressible fluids or incompressible fluids with pressure lower than 100 psi.
C) Main Physical Properties that Affect Calculations
Viscosity and density are the main properties that are related to fluid flow. Fluid could be compressible or incompressible according to density, and it could bee Newtonian or Non-Newtonian based on viscosity.
Nomenclature:
References:
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2 年Well done Osama. that is a very good summary and refreshment of knowledge.