ESP Pump Performance - Head, Staging, Efficiency, and Horsepower

Overview

ESP pump performance is characterized by the relationship between flow rate, generated head, power consumption, and efficiency. These relationships are described by pump performance curves provided by the manufacturer, which are measured with water and must be adjusted for actual well fluids.

The fundamental design task is to match the pump's hydraulic capability to the Total Dynamic Head (TDH) required by the well.


Total Dynamic Head (TDH)

Definition

Total Dynamic Head is the total pressure (expressed as feet of fluid) that the pump must generate to lift fluid from the pump intake to the surface at the desired rate and wellhead pressure.

TDH=Hlift+Hfriction+HwhpTDH = H_{lift} + H_{friction} + H_{whp}

Where:

Term Symbol Description
Net lift HliftH_{lift} Vertical distance from dynamic fluid level to surface
Friction head HfrictionH_{friction} Tubing friction losses expressed as head
Wellhead pressure head HwhpH_{whp} Wellhead pressure converted to feet of fluid

Net Lift Component

The net lift accounts for the hydrostatic column the pump must overcome:

Hlift=DpumpPintake×144ρfH_{lift} = D_{pump} - \frac{P_{intake} \times 144}{\rho_f}

Where:

  • DpumpD_{pump} = pump setting depth (ft, measured from surface)
  • PintakeP_{intake} = pump intake pressure (psi)
  • ρf\rho_f = fluid density (lb/ft^3)

In terms of fluid gradient:

Hlift=DpumpPintake0.433×SGfH_{lift} = D_{pump} - \frac{P_{intake}}{0.433 \times SG_f}

Where SGfSG_f is the specific gravity of the produced fluid mixture.

Friction Head Component

Friction losses in the production tubing depend on flow rate, tubing diameter, and fluid properties:

Hfriction=fLv22gdH_{friction} = \frac{f \cdot L \cdot v^2}{2 \cdot g \cdot d}

Where:

  • ff = Moody friction factor (dimensionless)
  • LL = tubing length (ft)
  • vv = fluid velocity (ft/s)
  • gg = gravitational acceleration (32.174 ft/s^2)
  • dd = tubing inner diameter (ft)

For practical ESP design, friction losses are often computed from published friction loss charts or using the Hazen-Williams equation for liquid flow.

Wellhead Pressure Head

Hwhp=Pwhp×144ρf=Pwhp0.433×SGfH_{whp} = \frac{P_{whp} \times 144}{\rho_f} = \frac{P_{whp}}{0.433 \times SG_f}

Complete TDH Equation

Combining all components:

TDH=(DpumpPintake0.433×SGf)+Hfriction+Pwhp0.433×SGfTDH = \left(D_{pump} - \frac{P_{intake}}{0.433 \times SG_f}\right) + H_{friction} + \frac{P_{whp}}{0.433 \times SG_f}

Typical TDH Values

Well Type TDH Range (ft) Dominant Component
Shallow, low WHP 1,000 - 3,000 Net lift
Medium depth 3,000 - 7,000 Net lift + friction
Deep, high WHP 7,000 - 12,000+ All components significant
High water-cut, high rate 4,000 - 8,000 Friction dominant

Head-Capacity Curves

Pump Performance Characterization

Each ESP pump model has a characteristic set of curves plotted against flow rate:

Head (ft/stage)
    │
    │  ●
    │    ●
    │      ●                    Head-Capacity Curve
    │        ●                  (decreasing head with
    │          ●                 increasing rate)
    │            ●
    │              ●
    │                ●
    │                  ●
    └──────────────────────────▶ Flow Rate (BPD)

Efficiency (%)
    │
    │          ┌──●──┐
    │        ●│  BEP │●
    │      ●  └──────┘  ●       Efficiency Curve
    │    ●                ●     (peaked at BEP)
    │  ●                    ●
    │●                        ●
    └──────────────────────────▶ Flow Rate (BPD)

BHP (HP/stage)
    │
    │                      ●
    │                  ●        Brake Horsepower Curve
    │              ●            (increasing with rate)
    │          ●
    │      ●
    │  ●
    └──────────────────────────▶ Flow Rate (BPD)

Head per Stage

The head generated by a single pump stage varies with flow rate. At shutoff (zero flow), head is maximum. As flow rate increases, head decreases:

Hstage(Q)=A0+A1Q+A2Q2H_{stage}(Q) = A_0 + A_1 Q + A_2 Q^2

Where A0A_0, A1A_1, A2A_2 are polynomial coefficients from the manufacturer's curve fit. Most pump curves are well-represented by a second or third-order polynomial.

Total Head from Multiple Stages

The total head generated by NN stages is:

Htotal=N×Hstage(Q)H_{total} = N \times H_{stage}(Q)

Stages operate in series, so their heads add while flow rate remains constant through each stage.


Pump Staging

Number of Stages Required

Given the TDH requirement and the head produced per stage at the design rate:

Nstages=TDHHstage(Qdesign)N_{stages} = \frac{TDH}{H_{stage}(Q_{design})}

Round up to the next whole number. In practice, add a safety margin of 5-10%:

Nstages=TDHHstage(Qdesign)×1.05N_{stages} = \left\lceil \frac{TDH}{H_{stage}(Q_{design})} \times 1.05 \right\rceil

Staging Considerations

Factor Effect on Staging
Higher TDH More stages required
Larger pump (higher head/stage) Fewer stages
Viscous fluids More stages (head is derated)
Gas interference More stages (head is derated)
Safety margin Add 5-10% extra stages

Best Efficiency Point (BEP)

Definition

The Best Efficiency Point (BEP) is the flow rate at which the pump operates at maximum hydraulic efficiency. At BEP:

  • Energy transfer from impeller to fluid is optimal
  • Radial and axial hydraulic forces are minimized
  • Vibration and wear are lowest
  • Run life is maximized

ESP manufacturers typically recommend operating within a range around the BEP:

Range Description Consequence of Operating Outside
80 - 120% of BEP rate Recommended operating range --
60 - 80% of BEP rate Acceptable, reduced efficiency Increased radial thrust, wear
< 60% of BEP rate Not recommended Gas locking risk, severe vibration
> 120% of BEP rate Not recommended Cavitation risk, excessive thrust

BEP and Pump Selection

When selecting a pump, the design flow rate should fall near the BEP:

0.8×QBEPQdesign1.2×QBEP0.8 \times Q_{BEP} \leq Q_{design} \leq 1.2 \times Q_{BEP}

If the design rate falls outside this range, a different pump model should be selected.


Horsepower Calculations

Hydraulic Horsepower

The theoretical power required to lift fluid:

HHP=Q×TDH×SGf3960HHP = \frac{Q \times TDH \times SG_f}{3960}

Where:

  • HHPHHP = hydraulic horsepower (HP)
  • QQ = flow rate (BPD)
  • TDHTDH = total dynamic head (ft)
  • SGfSG_f = fluid specific gravity
  • 3960 = unit conversion constant (for BPD and ft)

Brake Horsepower

The actual shaft power required, accounting for pump inefficiency:

BHP=HHPηpump=Q×TDH×SGf3960×ηpumpBHP = \frac{HHP}{\eta_{pump}} = \frac{Q \times TDH \times SG_f}{3960 \times \eta_{pump}}

Where ηpump\eta_{pump} is the pump efficiency at the operating rate (decimal fraction, typically 0.40 to 0.75).

Alternatively, from the manufacturer's BHP per stage curve:

BHP=Nstages×BHPstage(Q)BHP = N_{stages} \times BHP_{stage}(Q)

Power Components

Power Term Symbol Accounts For
Hydraulic HP HHPHHP Useful work on the fluid
Brake HP BHPBHP Pump shaft power (includes hydraulic losses)
Motor HP MHPMHP Motor nameplate (includes motor efficiency)

The relationship is:

MHPBHPηmotorMHP \geq \frac{BHP}{\eta_{motor}}

Where ηmotor\eta_{motor} is the motor efficiency (typically 0.80 to 0.92).


Pump Efficiency

Definition

Pump efficiency is the ratio of useful hydraulic power output to shaft power input:

ηpump=HHPBHP=Q×TDH×SGf3960×BHP\eta_{pump} = \frac{HHP}{BHP} = \frac{Q \times TDH \times SG_f}{3960 \times BHP}

Factors Affecting Efficiency

Factor Effect on Efficiency
Operating near BEP Maximum efficiency
Off-design flow rate Reduced efficiency
Viscous fluids Significantly reduced efficiency
Free gas Reduced efficiency, potential gas locking
Pump wear (abrasives) Gradual efficiency decline over time
Small pump series Generally lower peak efficiency

Typical Efficiency Ranges

Pump Size (BPD at BEP) Peak Efficiency
500 - 1,500 40 - 55%
1,500 - 5,000 50 - 65%
5,000 - 15,000 55 - 70%
15,000 - 40,000 60 - 75%
> 40,000 65 - 78%

Performance Adjustment for Actual Conditions

Speed Correction (Affinity Laws)

When a Variable Speed Drive (VSD) operates the pump at a frequency other than 60 Hz, the affinity laws apply:

Q2Q1=N2N1\frac{Q_2}{Q_1} = \frac{N_2}{N_1}H2H1=(N2N1)2\frac{H_2}{H_1} = \left(\frac{N_2}{N_1}\right)^2BHP2BHP1=(N2N1)3\frac{BHP_2}{BHP_1} = \left(\frac{N_2}{N_1}\right)^3

Where N1N_1 and N2N_2 are the rotational speeds (or equivalently, drive frequencies).

VSD Frequency Rate Factor Head Factor Power Factor
45 Hz 0.75 0.5625 0.4219
50 Hz 0.833 0.694 0.579
60 Hz (base) 1.000 1.000 1.000
70 Hz 1.167 1.361 1.588
80 Hz 1.333 1.778 2.370

Fluid Property Corrections

Pump curves are published for water (SG = 1.0, viscosity approximately 1 cP). For actual well fluids:

  • Specific gravity: BHP scales linearly with SG. Head (in feet) is unaffected.
  • Viscosity: Head, efficiency, and capacity are all derated. See ESP Viscosity Corrections.
  • Gas: Free gas reduces effective head and can cause gas locking. See ESP Gas Handling.

Design Example

Given Data

Parameter Value
Target rate 3,000 BFPD
Pump setting depth 7,500 ft
Pump intake pressure 800 psi
Wellhead pressure 150 psi
Fluid SG 0.95
Tubing friction loss 250 ft
Head per stage at 3,000 BPD 28 ft/stage
Pump efficiency at 3,000 BPD 62%

Calculations

Net Lift:

Hlift=7,5008000.433×0.95=7,5001,945=5,555 ftH_{lift} = 7{,}500 - \frac{800}{0.433 \times 0.95} = 7{,}500 - 1{,}945 = 5{,}555 \text{ ft}

Wellhead Pressure Head:

Hwhp=1500.433×0.95=365 ftH_{whp} = \frac{150}{0.433 \times 0.95} = 365 \text{ ft}

Total Dynamic Head:

TDH=5,555+250+365=6,170 ftTDH = 5{,}555 + 250 + 365 = 6{,}170 \text{ ft}

Number of Stages:

N=6,170/28×1.05=231=231 stagesN = \lceil 6{,}170 / 28 \times 1.05 \rceil = \lceil 231 \rceil = 231 \text{ stages}

Hydraulic Horsepower:

HHP=3,000×6,170×0.953,960=4,441 HPHHP = \frac{3{,}000 \times 6{,}170 \times 0.95}{3{,}960} = 4{,}441 \text{ HP}

Brake Horsepower:

BHP=4,4410.62=7,163 HP(this would be unusually large)BHP = \frac{4{,}441}{0.62} = 7{,}163 \text{ HP} \ldots \text{(this would be unusually large)}

Note: This example illustrates a deep, high-TDH well. In practice, the designer would evaluate whether the required HP is within available motor sizes and consider staged pumping or alternative lift methods.



References

  1. Takacs, G. (2009). Electrical Submersible Pumps Manual: Design, Operations, and Maintenance. Gulf Professional Publishing.

  2. Stepanoff, A.J. (1957). Centrifugal and Axial Flow Pumps: Theory, Design, and Application, 2nd Edition. John Wiley & Sons.

  3. Hydraulic Institute. (2012). Rotodynamic Pumps -- Guideline for Effects of Liquid Viscosity on Performance. ANSI/HI 9.6.7.

  4. Brown, K.E. (1984). The Technology of Artificial Lift Methods, Vol. 2b. PennWell Books.

  5. Centrilift (Baker Hughes). (2008). Submersible Pump Handbook, 9th Edition. Baker Hughes.

An unhandled error has occurred. Reload X