Theory

Beggs and Brill Multiphase Flow Correlation

Overview

The Beggs and Brill (1973) correlation is one of the most widely used methods for predicting pressure gradients and liquid holdup during two-phase gas-liquid flow in pipes at any angle of inclination. Unlike earlier correlations limited to horizontal or vertical flow, Beggs and Brill developed a unified approach applicable to:

  • Horizontal pipes (θ = 0°)
  • Vertical pipes (θ = ±90°)
  • Inclined pipes (-90° ≤ θ ≤ +90°)

This versatility makes it particularly valuable for:

  • Gathering lines in hilly terrain
  • Directional wells with deviations from vertical
  • Offshore pipelines laid along sloping sea floors
  • Gas lift systems with varying well trajectories

Physical Basis

The Two-Phase Flow Problem

Multiphase flow differs fundamentally from single-phase flow due to:

  1. Phase slippage — Gas and liquid travel at different velocities
  2. Flow pattern changes — Interface geometry varies with angle and flow rates
  3. Liquid holdup — Actual liquid fraction in pipe differs from input fraction
  4. Angle-dependent behavior — Pressure recovery in downhill flow is not 100%

The Beggs-Brill correlation addresses all these phenomena through empirical correlations developed from experimental data.

Pressure Gradient Equation

The total pressure gradient consists of three components:

dpdL=(dpdL)elevation+(dpdL)friction+(dpdL)acceleration\frac{dp}{dL} = \left(\frac{dp}{dL}\right)_{\text{elevation}} + \left(\frac{dp}{dL}\right)_{\text{friction}} + \left(\frac{dp}{dL}\right)_{\text{acceleration}}

Elevation gradient:

(dpdL)elevation=ggcsinθ[ρLHL+ρg(1HL)]\left(\frac{dp}{dL}\right)_{\text{elevation}} = \frac{g}{g_c} \sin\theta \left[\rho_L H_L + \rho_g(1 - H_L)\right]

Friction gradient:

(dpdL)friction=ftpGmvm2gcd\left(\frac{dp}{dL}\right)_{\text{friction}} = \frac{f_{tp} G_m v_m}{2g_c d}

Acceleration gradient:

(dpdL)acceleration=ρLHL+ρg(1HL)gcvmdvmdL\left(\frac{dp}{dL}\right)_{\text{acceleration}} = \frac{\rho_L H_L + \rho_g(1 - H_L)}{g_c} \frac{v_m dv_m}{dL}

Where:

  • HLH_L = liquid holdup (fraction of pipe volume occupied by liquid)
  • ftpf_{tp} = two-phase friction factor
  • θ\theta = pipe inclination angle from horizontal (+ upward, - downward)
  • GmG_m = total mass flow rate
  • vmv_m = mixture velocity

Flow Pattern Identification

Beggs and Brill identified three primary flow patterns based on horizontal flow behavior:

1. Segregated Flow

Characteristics:

  • Gas and liquid are clearly separated
  • Occurs at low liquid and gas velocities
  • Includes stratified and wavy flow regimes

Criterion:

λL<0.01 and Fr<L1\lambda_L < 0.01 \text{ and } F_r < L_1

or

λL0.01 and Fr<L2\lambda_L \geq 0.01 \text{ and } F_r < L_2

2. Intermittent Flow

Characteristics:

  • Alternating gas and liquid slugs
  • Includes plug and slug flow
  • Common in small-diameter pipes

Criterion:

0.01λL<0.4 and L2<FrL30.01 \leq \lambda_L < 0.4 \text{ and } L_2 < F_r \leq L_3

or

λL0.4 and L3<FrL1\lambda_L \geq 0.4 \text{ and } L_3 < F_r \leq L_1

3. Distributed Flow

Characteristics:

  • Gas is dispersed as bubbles in liquid (bubble flow)
  • Or liquid dispersed as droplets in gas (mist flow)
  • Occurs at high mixture velocities

Criterion:

λL<0.4 and FrL3\lambda_L < 0.4 \text{ and } F_r \geq L_3

or

λL0.4 and Fr>L1\lambda_L \geq 0.4 \text{ and } F_r > L_1

Flow Pattern Boundaries

The transition boundaries are defined by:

L1=316λL0.302L_1 = 316 \lambda_L^{0.302} L2=0.0009252λL2.4684L_2 = 0.0009252 \lambda_L^{-2.4684} L3=0.10λL1.4516L_3 = 0.10 \lambda_L^{-1.4516}

Where λL\lambda_L is the no-slip liquid holdup (input liquid fraction):

λL=vSLvSL+vSG=qLqL+qg\lambda_L = \frac{v_{SL}}{v_{SL} + v_{SG}} = \frac{q_L}{q_L + q_g}

And FrF_r is the Froude number:

Fr=vm2gdF_r = \frac{v_m^2}{g d}

Liquid Holdup Correlation

The core of the Beggs-Brill method is the liquid holdup correlation, which accounts for phase slippage.

Horizontal Flow Holdup

For horizontal pipes (θ = 0°), the liquid holdup is correlated as:

HL(0)λLa=c\frac{H_{L(0)}}{{\lambda_L}^a} = c

Where the coefficients depend on flow pattern:

Flow Patternabc
Segregated0.980.48460.0868
Intermittent0.8450.53510.0173
Distributed1.0650.58240.0609

The exponent is:

a=bFrca = \frac{b}{F_r^c}

Solving for horizontal holdup:

HL(0)=cλLaH_{L(0)} = c \lambda_L^a

Inclined Flow Correction

For inclined pipes (θ ≠ 0°), the holdup is corrected:

HL=HL(0)ψH_L = H_{L(0)} \psi

Where the inclination correction factor ψ\psi depends on flow pattern and inclination:

ψ=1+C[sin(1.8θ)0.333sin3(1.8θ)]\psi = 1 + C \left[\sin(1.8\theta) - 0.333 \sin^3(1.8\theta)\right]

The coefficient C is:

For uphill flow (θ > 0°):

C=(1λL)ln[dλLefgNLVh]C = (1 - \lambda_L) \ln\left[d \lambda_L^e f^g N_{LV}^h\right]

For downhill flow (θ < 0°):

C=(1λL)ln[dλLefgNLVh]C = (1 - \lambda_L) \ln\left[d \lambda_L^e f^g N_{LV}^h\right]

With pattern-dependent coefficients:

Flow Patterndefgh
Segregated (uphill)0.011-3.7683.539-1.614-
Intermittent (uphill)2.960.305-0.44730.0978-
Distributed (uphill)No correction needed (C = 0)
All patterns (downhill)4.70-0.36920.1244-0.5056-

The liquid velocity number is:

NLV=1.938vSLρLσ4N_{LV} = 1.938 v_{SL} \sqrt[4]{\frac{\rho_L}{\sigma}}

Two-Phase Friction Factor

The friction factor accounts for energy losses due to wall friction and interfacial shear.

No-Slip Friction Factor

First, calculate the single-phase (no-slip) friction factor using mixture properties:

Reynolds number:

NRe=1488ρmvmdμmN_{Re} = \frac{1488 \rho_m v_m d}{\mu_m}

Where the no-slip mixture density and viscosity are:

ρm=ρLλL+ρg(1λL)\rho_m = \rho_L \lambda_L + \rho_g (1 - \lambda_L) μm=μLλL+μg(1λL)\mu_m = \mu_L \lambda_L + \mu_g (1 - \lambda_L)

Friction factor:

  • Laminar flow (Re < 2000): fn=16NRef_n = \frac{16}{N_{Re}}
  • Turbulent flow (Re ≥ 2000): fn=0.00561+(Re)0.32f_n = \frac{0.0056}{1 + (Re)^{0.32}} (smooth pipe approximation)

Two-Phase Friction Factor

The two-phase friction factor is related to the no-slip factor by:

ftpfn=eS\frac{f_{tp}}{f_n} = e^S

Where:

S=ln(y)(0.0523+3.182ln(y)0.8725[ln(y)]2+0.01853[ln(y)]4)S = \frac{\ln(y)}{\left(-0.0523 + 3.182 \ln(y) - 0.8725 [\ln(y)]^2 + 0.01853 [\ln(y)]^4\right)}

And:

y=λLHL2y = \frac{\lambda_L}{H_L^2}

Physical interpretation: When HL<λLH_L < \lambda_L (slippage occurs), the friction factor increases because the liquid velocity is higher than the no-slip assumption.

Calculation Procedure

To calculate pressure gradient at a given location:

  1. Calculate flow properties:

    • Mixture velocity: vm=vSL+vSGv_m = v_{SL} + v_{SG}
    • No-slip liquid holdup: λL=vSL/vm\lambda_L = v_{SL} / v_m
    • Froude number: Fr=vm2/(gd)F_r = v_m^2 / (gd)
  2. Identify flow pattern:

    • Calculate L1L_1, L2L_2, L3L_3 from λL\lambda_L
    • Compare FrF_r with boundaries
  3. Calculate horizontal holdup:

    • Use flow pattern coefficients (a, b, c)
    • Compute HL(0)H_{L(0)}
  4. Apply inclination correction:

    • Calculate CC from flow pattern and angle
    • Compute ψ\psi and HLH_L
  5. Calculate friction factor:

    • Compute NReN_{Re} and fnf_n
    • Calculate y=λL/HL2y = \lambda_L / H_L^2 and SS
    • Compute ftp=fneSf_{tp} = f_n e^S
  6. Evaluate pressure gradient:

    • Elevation gradient from HLH_L and θ\theta
    • Friction gradient from ftpf_{tp}
    • Acceleration gradient (often negligible)

Applicability and Limitations

Validated Range

The Beggs-Brill correlation was developed from:

  • Pipe diameters: 1.0 in., 1.5 in.
  • Inclination angles: -90° to +90° (all angles)
  • Fluids: Air and water
  • Pressures: 35 to 95 psia
  • Liquid flow rates: 0 to 30 gal/min
  • Gas flow rates: 0 to 300 Mscf/D
  • Total data points: 584 tests

Extrapolation to Field Conditions

The correlation has been successfully applied to:

  • Larger pipe diameters: 2 in. to 12 in. (with some accuracy loss)
  • Oil and gas: Instead of air and water
  • Higher pressures: Typical reservoir conditions

Known Limitations

  1. Flow pattern transitions — Accuracy decreases near transition boundaries
  2. Small liquid holdups — May overpredict holdup at very high gas rates
  3. Downhill flow — Assumes less than 100% pressure recovery (conservative)
  4. Pipe roughness — Uses smooth pipe friction factor (may underestimate in rough pipe)
  5. High viscosity liquids — Developed for water (μ ≈ 1 cP), less accurate for heavy oils

When to Use Beggs-Brill

Advantages:

  • Only multiphase correlation valid for all inclination angles
  • Well-established and widely accepted in industry
  • Incorporated in most commercial software packages
  • Conservative (tends to overpredict pressure drop slightly)

Best applications:

  • Directional wells with varying angles
  • Gathering systems in hilly terrain
  • Offshore pipelines with elevation changes
  • When inclination varies along pipe length

Alternatives to consider:

  • Hagedorn-Brown — More accurate for vertical wells (θ ≈ 90°)
  • Gray — Better for vertical gas wells with high GLR
  • OLGA/PIPESIM — Mechanistic models for critical design

Functions Covered

The following functions implement the Beggs-Brill correlation for multiphase flow calculations. See each function page for detailed parameter definitions, Excel syntax, and usage examples.

FunctionDescriptionUnits
InletPressureBeggsBrillInlet pressure for multiphase flow, any inclinationpsia
OutletPressureBeggsBrillOutlet pressure for multiphase flow, any inclinationpsia
PressureGradientBeggsBrillLocal pressure gradient, multiphase flowpsi/ft

References

  1. Beggs, H.D. and Brill, J.P. (1973). "A Study of Two-Phase Flow in Inclined Pipes." Journal of Petroleum Technology, 25(5), pp. 607-617. SPE-4007-PA. DOI: 10.2118/4007-PA.

  2. Brill, J.P. and Mukherjee, H. (1999). Multiphase Flow in Wells. Monograph Series Vol. 17. Richardson, TX: Society of Petroleum Engineers.

  3. Economides, M.J., Hill, A.D., Ehlig-Economides, C., and Zhu, D. (2013). Petroleum Production Systems, 2nd Edition. Upper Saddle River, NJ: Prentice Hall. Chapter 3: Multiphase Flow in Pipes.

  4. Brown, K.E. and Beggs, H.D. (1977). The Technology of Artificial Lift Methods, Volume 1. Tulsa, OK: PennWell Publishing Company. Chapter 3: Multiphase Flow Correlations.

  5. Standing, M.B. (1981). "A Set of Equations for Computing Equilibrium Ratios of a Crude Oil/Natural Gas System at Pressures Below 1,000 psia." Journal of Petroleum Technology, 33(9), pp. 1193-1195.

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pipe flowmultiphase flowpressure gradientliquid holdupBeggs-Brillinclined pipesflow patterns
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