Post on 23-Sep-2020
Schaaf & WheelerCONSULTING CIVIL ENGINEERSSchaaf & WheelerCONSULTING CIVIL ENGINEERS
Design Considerations For Use of Variable Frequency Drives
Glen M. Anderson, PEganderson@swsv.com
(408) 246-4848
Schaaf & WheelerCONSULTING CIVIL ENGINEERSSchaaf & WheelerCONSULTING CIVIL ENGINEERS
Today’s Presentation
About Us
Pumping System BasicsMunicipal applications
Constant Speed Pumping
VFD Basics
Reduced Speed PumpingAffinity Laws
Equipment Requirements/Limitations
Design Considerations/Real World Examples
Questions?
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Schaaf & Wheeler Profile
21 Person Civil Engineering Firm
Established in 1985
Four Northern California OfficesSanta Clara
San Francisco
Salinas
Santa Rosa
Focus Exclusively on Water Resources ProjectsHydrology and Hydraulics
Flood Control
Wastewater Systems
Potable Water Systems
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Performed Condition Assessment on more than 100 pump stationsStorm and Sanitary
Reliability
Controls Strategy
Rehabilitation/Replacement Design of ~75 StationsFlow rates from 100 gpm to 300 CFS
Startup Support and Functionality AssistancePump performance Testing
Control Set Points and Logic
Troubleshooting
About Me
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Pumping Systems
Pumps
Discharge Piping and Forcemain
Two Types of Head in a Pumping systemStatic Lift = Elevation difference between discharge WSEL and pumping WSEL
Friction Losses = Dynamic losses associated with pumping water through piping. Friction loss varies with:
• Flow Rate
• Pipe Material (Roughness)
• Pipe Diameter
• Pipe Length
• Type and Quantity of Fittings
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Pumping Systems
Pump Curve
BEP
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Pumping Systems
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Pumping Systems
Pump Operates where pump curve and system curve intersect
Good pump selection will place operating point at or near the Best Efficiency Point
OPERATING POINT
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Constant Speed Pumping
Pumps Operate at Full Speed between specified on and off points.Pump capacity limited based on published pump curve
Choose pump that operates within ± 10% of its Best Efficiency Point
Example: Water Booster Pumps Pumping to a Hydropneumatic tankPeak Flow Rate = 375 gpm
Minimum System Pressure = 45 psi
Maximum System Pressure = 65 psi
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Constant Speed Pumping
Note that system curve is flat because minimum pressure governs the pump operation rather than a required flow rate.
0
20
40
60
80
100
0 100 200 300 400 500
Flow (gpm)
Pres
sure
(psi
)
Pump StopPump StartPump Curve
BEP
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Constant Speed Pumping
BenefitsPredictable Operation
• Operate between set points (pressure, wet well level, storage tank range)
• Maintain minimum pipe velocities
• Maintain operation around Best Efficiency Point
Great for systems dominated by static lift
Operationally Easy
Reduced Cost
DrawbacksLimited pump capacities
Multiple pumps required
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What is a VFD?
Varible Frequency Drive (VFD): An adjustable-speed drive used in electro-mechanical drive systems to control AC motor speed and torque by varying motor input frequency and voltage
Uses Pulse Width Modulation (PWM) to convert Utility AC Power to DC power and ultimately into simulated AC power
Allows for pump operation at frequencies other than 60 Hz
AC Power
From Utility
AC PowerSimulated
To Pump
VFD
???
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Why Consider VFDs?
Low Hanging FruitEliminates need for throttling valves to limit flow
Constant water surface elevation requirements
Allows use of 3-phase pumps on 1-phase power
VFDs allow for soft-starting of higher HP motorsReduced in-rush current
Reduced wear on equipment
Operating at reduced frequency allows reduction of pump rotational speed
Reduced pump flow and head
Variety of Pump Ranges*
Reduced Wetwell Size*
Energy Savings*
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Reduced Speed Pumping
⎟⎠⎞
⎜⎝⎛=
1
2
1
212
NNx
DDQQ
Q = Capacity (Flow Rate)
H = Head (Feet of H2 0, Pressure)
BHP = Brake Horsepower
D = Impeller Diameter
N = Pump Speed
2
1
2
1
212 ⎟
⎠⎞
⎜⎝⎛=
NNx
DDHH
3
1
2
1
212 ⎟
⎠⎞
⎜⎝⎛=
NNx
DDBHPBHP
Change In
Speed
Change in Q
Change in H
Change in BHP
1/2 1/2 1/4 1/8
Affinity Laws:
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Reduced Speed Pumping
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Reduced Speed Pumping
Equipment RequirementsVFDs – for each pump
PLC
Level Controller (Ultrasonic, Transducer)
Equipment LimitationsMaximum Turn-down
• Often determined by pump
Maximum distance between VFD and Pump motor
Impacts to neighboring electrical systems
• Resonance
• 6-Pulse, 12-Pulse, 18-Pulse
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Maximum turn-downWhat is the system shut off head (or pressure)?
• For pressure controlled systems minimum speed pump curve should intersect shut-off system curve.
Minumum Pump Speed
• Hydraulic Effeciency
• Varies with pump Type
– Sewage Pumps: 50-60%
– Domestic Water Pumps: As low as 20%
– Consult Pump Manufacturer
Forcemain velocity requirements
• In SS forcemain applications, must maintain cleaning velocities within the pipe (~2-3 FPS)
Reduced Speed Pumping-Design Considerations
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Reduced Speed Pumping -Design Considerations
Maximum Distance Between VFD and PumpWhen the VFD converts the AC power to DC power, voltage increases by
480V 679V
Long Leads can allow voltage reflection that can add the reflected voltage to the outgoing 1358V
• Limit Lead lengths ~150-200’
• Install line filters
• Use Inverter Rated Motors*
2
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Reduced Speed Pumping-Design Considerations
Impacts to Surrounding Power SystemResonance associated with Harmonics from VFDs
• Where resonance is a concern, Utility company may require upgraded equipment
– Prevalent harmonics = N±1, where N is the number of pulses of the VFD:
» 6-Pulse 5th and 7th harmonics
» 12-pulse 11th and 13th harmonics
» 18-pulse 17th and 19th harmonics
Interference with breakers/protection devices
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Examples
Local Water DistrictTwo tanks at opposite ends of system
Both Tanks have the same WSEL
Wants to move water between tanks depending on demands/usage
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Examples
Schaaf & WheelerCONSULTING CIVIL ENGINEERSSchaaf & WheelerCONSULTING CIVIL ENGINEERS
Examples
Schaaf & WheelerCONSULTING CIVIL ENGINEERSSchaaf & WheelerCONSULTING CIVIL ENGINEERS
Examples
Schaaf & WheelerCONSULTING CIVIL ENGINEERSSchaaf & WheelerCONSULTING CIVIL ENGINEERS
Examples
Community Water SystemBoost water from storage tank into distribution system
System pressure regulated/maintained with hydropneumatic tank
S&W brought on board during construction for troubleshooting
Schaaf & WheelerCONSULTING CIVIL ENGINEERSSchaaf & WheelerCONSULTING CIVIL ENGINEERS
Examples
Schaaf & WheelerCONSULTING CIVIL ENGINEERSSchaaf & WheelerCONSULTING CIVIL ENGINEERS
Examples
Schaaf & WheelerCONSULTING CIVIL ENGINEERSSchaaf & WheelerCONSULTING CIVIL ENGINEERS
Examples
Schaaf & WheelerCONSULTING CIVIL ENGINEERSSchaaf & WheelerCONSULTING CIVIL ENGINEERS
Examples
Schaaf & WheelerCONSULTING CIVIL ENGINEERSSchaaf & WheelerCONSULTING CIVIL ENGINEERS
Examples
Schaaf & WheelerCONSULTING CIVIL ENGINEERSSchaaf & WheelerCONSULTING CIVIL ENGINEERS