Recovering Produced Water for Well Injection – Protecting ... · Recovering Produced Water for...

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Gas Well Deliquification Workshop Sheraton Hotel, Denver, Colorado February 23 - 26, 2009 Recovering Produced Water for Well Injection – Protecting a 10 Micron Aquifer with Zero Liquid Discharge from the Waste Stream Thomas J. Steinke – Product Manager CoMag Johnson Screens – A Weatherford Company

Transcript of Recovering Produced Water for Well Injection – Protecting ... · Recovering Produced Water for...

Gas Well Deliquification WorkshopSheraton Hotel, Denver, Colorado

February 23 - 26, 2009

Recovering Produced Water for Well Injection – Protecting a 10 Micron Aquifer with Zero Liquid Discharge from the Waste StreamThomas J. Steinke – Product Manager CoMag

Johnson Screens – A Weatherford Company

Feb. 23 - 26, 2009 2009 Gas Well Deliquification Workshop Denver, Colorado

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Presentation OverviewPresentation Topics• Objective: To Recover Produced Water from the Field

and Create an Asset from a Waste Stream• Review Existing System• Pilot Study Objectives• Review Processes Tested in Pilot Study• Pilot Results• System Design• Conclusions

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Existing SystemProduced Water

Injection Well

In-Line Strainers, 25 microns

Sock Filters, 10 microns

Automatic Backwash Waste

Feb. 23 - 26, 2009 2009 Gas Well Deliquification Workshop Denver, Colorado

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Existing SystemTargeted Improvements• Provide protection to injection well formation• Provide protection to aquifer classified as a drinking

water source• Provide a system with zero liquid discharge• Provide a system that allows landfill of solids• Decrease labor requirements of existing system

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Pilot Study Objectives• Demonstrate system capabilities to remove particles

greater than 10 microns with comparison to existing system

• Demonstrate a treated water free from any chemicals that would clog the injection well formation

• Meet Wyoming Class III water qualities• Demonstrate a system with zero liquid discharge• Determine optimal chemical treatment regime to

achieve objectives• Collect sufficient data to design and price full scale

system

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Conventional chemical coagulation/flocculation + high rate ballasted sedimentation + high rate magnetic filtration

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Ballasted Clarification

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Ballasted Clarification

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Ballasted Clarification• Conventional chemical floc ballasted by magnetite (Fe3 O4 )

• 20 to 40 times faster settling rates than conventional technologies

• Results in very low Hydraulic Retention Times (HRT)

• Faster clarification

smaller clarifiers

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Conventional chemical coagulation/flocculation + high rate ballasted sedimentation + high rate magnetic filtration

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Magnetic Filtration• Magnetite is an iron ore, Fe3 O4 ; doesn’t rust or degrade

• Enables magnetic filtration: magnetic matrix captures micro- flocs producing very clean water

• Open matrix has very high flow rates, no risk of clogging

• Low energy requirements

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Solids HandlingSolids Handling

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Sheer Mixer Separates Magnetite from Sludge

• High speed mixer breaks apart the chemical flocs of contaminants that are infused with magnetite;

• Resulting slurry of sludge and magnetite are fed to a magnetic recovery drum

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Magnetic Drum to Recover the Magnetite

Waste Sludge and Magnetite Pass Under a Magnetic Drum to Recover the Magnetite

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Magnetic Drum Enables 99+% Reuse of Magnetic Ballast Magnetic Drum Enables 99+% Reuse of Magnetic Ballast

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Long used, reliable, system for removing magnetic material from slurry;Used to recapture 99+ % of

magnetite from sludge for reuse;Very Low operating costs

Permanent magnets require no power

Very low power required to turn the drum In presentation

mode, click the picture to the right to see the film clip

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Pilot Study Results vs. Objectives

• Objective: Removal particles greater than 10 microns

• Results: Technology demonstrated sufficiently greater removal of 10 micron particles than existing system

• Discussion: – Piloted system demonstrated a 95% reduction of

particles in the 5-15 micron range as reported by independent Spectrex Labs.

– Piloted system demonstrated a 93% removal of particles greater than 10 microns as demonstrated by ChemTrac particle counter

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Pilot System Particle Count Graph - ChemTrac

CoMag Particle Count Reduction (ChemTrac 2400)

2,340

2,881

1,770

156417 401

122 80

500

1,000

1,500

2,000

2,500

3,000

3-5 u 5-10 u 10-25 u >25 u

Particle Size Range

Parti

cle

Coun

t per

mL

CoMag FeedCoMag Effluent

Produced Water

Pilot Effluent

Produced Water Particle Counts vs Pilot Effluent Particle Counts

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Comparison of Pilot System to Alternate Test Site

Particle Count Comparison (County Line vs CoMag Pilot)October 31, 2008

900

2,700

4,600

1,000750

375180 0

0

500

1,000

1,500

2,000

2,500

3,000

3,500

4,000

4,500

5,000

3-5 u 5-10 u 10-25 u >25 uParticle Size Range

Parti

cle

Coun

t per

mL

CL Post SockCoMag PilotSock Filter Effluent

Pilot Effluent

Sock Filter Effluent Particle Counts vs Pilot Effluent Particle Counts

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Comparison of Pilot System to Alternate Test Site

Particle Count Comparison (County Line Post Sock vs CoMag Pilot) November 4, 2008

4,723

4,072

1,189

65

2,660

611170 9

0

500

1,000

1,500

2,000

2,500

3,000

3,500

4,000

4,500

5,000

3-5 u 5-10 u 10-25 u >25 u

Particle Size Range

Parti

cle

Coun

t per

mL

CL Post SockCoMag PilotSock Filter Effluent

Pilot Effluent

Sock Filter Effluent Particle Counts vs Pilot Effluent Particle Counts

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Comparison of Pilot System to Alternate Test Site

•Left beaker is untreated produced water

•Second from left is post in-line screened water

•Third from left is post sock filter water

•Right beaker is produced water with pilot tested process

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Pilot Study Results vs. Objectives

• Objective: Determine optimal chemical treatment regime to achieve objectives

• Results: Tested various coagulants, including metal salts and polymeric coagulants to determine best treatment option.

• Discussion:– Focused on clarifier effluent particle count reduction

and clarifier effluent turbidities.

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Graph of Coagulant PerformanceAverage Coagulant Performance - Particle Count

0

100

200

300

400

500

600

700

800

900

1,000

Epic 58 Epic 70 Pac 9783 Alum

Coagulant

Parti

cle

Cou

nt p

er m

L

5-10 u10-25 u>25 u

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Pilot Study Results vs. Objectives

• Objective: Provide treated water that meets Wyoming Class III water qualities

• Results: Chemicals added to the water stream are commonly used in drinking water treatment plants throughout the US.

• Discussion:– Potable water quality chemicals can be used in

treatment of this water

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Pilot Study Results vs. Objectives

• Objective: Demonstrate capabilities to provide a system that has zero liquid discharge

• Results: Successfully dewatered solids from the piloted system, using several different chemical regimes. Solids ranged from 22% to 35%.

• Discussion: – Pilot system clarifier solids concentrated with DAF

system– DAF solids dewatered with plate and frame press– DAF clarifier effluent and plate and frame press filtrate

recirculated to head of piloted coagulation system

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Pilot Study Results vs. Objectives

• Objective: Provide treated water that is free from any chemicals that will clog the formation of the injection wells

• Results: Conducted 0.45 micron filtration testing of pilot system clarifier effluent as indicator to formation plugging by comparison to distilled water.

• Discussion:– Optimal chemical treatment regime for particle count

reduction and effluent turbidity also proved optimal for 0.45 micron filtration test

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Pilot Study Results vs. Objectives

• Objective: Collect sufficient data to design and price full scale system using pilot site as basis of design

• Results: Selected full scale components to provide a system to meet requirements

• Discussion: – System design follows

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System Design – Piloted System

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System Design – Solids Handling

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Conclusions of the Pilot Study

Demonstrated Improvements• Protection of injection well formation and reduced

maintenance requirements of injection well• Protection of aquifer classified as a drinking water

source• Demonstrated a system with zero liquid discharge• Demonstrated a system that allows landfill of solids• Decrease labor requirements of existing system

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