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Study Results: Delineating Areas Designated or
Used for Class II Well Wastewater Injectate
TAGD Winter Business Meeting
Juan P. Acevedo
TWDB – BRACS
February 08, 2022
Background: Texas needs Water
Background: Texas needs Water
HB 30: Requirements
— TWDB-BRACS Identifies and designates Brackish
Groundwater Production Zones (BGPZs)
— BRACS = Brackish Resources Aquifer Characterization System
— Determine the amount of brackish groundwater
production from BGPZs over:
— a 30-year period,
— a 50-year period; and
— without causing significant impact to water availability or
water quality
— Make recommendations regarding reasonable
monitoring
— to observe the effects of brackish groundwater production
within the BGPZs
Statutory Requirements for BGPZ Designation
Must have brackish water In areas of the state with moderate to high availability and
productivity
Must have hydrogeologic
barriers
Sufficient to prevent significant impacts to freshwater
availability or quality
Cannot be within these
boundaries
Edwards Aquifer within the Edwards Aquifer Authority, Barton
Springs-Edwards Aquifer Conservation District, Harris-
Galveston Subsidence District, Fort Bend Subsidence District,
and Dockum Aquifer
Cannot be already in use Brackish water already serving as a significant source of water
supply for municipal, domestic or agricultural
Cannot be used for
wastewater injection
Permitted under Title 2 of Texas Water Code, Chapter 27
[Class II Underground Injection Control (UIC) Wells used for
saltwater disposal (SWD)]
Statutory Requirements & Criteria for BGPZ
Class II wells are
potentially
injecting
wastewater
into the
brackish
portions of
Texas Aquifers
Aquifer BGPZ Example
- Previous BRACS studies
applied 15-mile buffer to
all class II wells injecting
into aquifer study areas.
- Stakeholders pushed back
on the 15-mile buffer
designation
- too conservative
- scientifically
defensible?
Aquifer Assessment
Aquifer Assessment Maps
Aquifer Assessment Maps
Aquifer Assessment
Master Table – default aquifer parameters
Potential Mapping Techniques
1. Analytical solutions (Preferred method):
— Stable
— Easy-to-use
— Simplifying assumptions but exact solutions
— EPA (1994), Bear & Jacobs (1965)
— Applicable on a regional scale
2. Numerical solutions :
— Accommodate complex systems
— Intensive data requirements
— potentially unstable, require advanced users
— Modflow 6
— Applicable on a small/local scale
Current EPA procedure is to
calculate
“Zone of Endangering Influence”
— Tier 1 Analysis (no flow direction)
— EPA (1994)
— Bear and Jacobs (1965)
— Compute maximum migration extent
— Tier 2 Analysis (flow direction
available)
— Both gradient and direction of flow
— Bear and Jacobs (1965)
Proposed Methods:
Two-tiered – Analytical Solutions
Injection Well
Potential
Injectate
Migration without
gradient
Potential
Injectate
Migration extent
with gradient
Injection Well
Potential
Extent of
Injectate
Migration
Tier 1
Tier 2
x
x
Ambient Flow Direction
— Underestimates
injectate migration
when compared to
numerical solution
Limitation of Analytical Solutions
— Analytical solutions
solve on a well-well
basis
Final Workflow
RRC
Datasets
Download
UIC
Database
Download
O&G Full
Wellbore
Database
Data
Processing
Tool
Well
Intersection
Tool
BRACS
Aquifer
boundaries,
surfaces &
TX DEM
Processed
Injection
Statistics
table
Processed
Injection
well data
table Processed
Injection
rates and
Aquifer
location
table
Tool Tool
Injectate
Mapping
Tool
Tool
BRACS Aquifer Studies
Injection
Transport Model
Output/Input
Tables
Output/Input
Table
INPUT
OUTPUT
BRACS Aquifer Studies
FME Tools
Injectate Mapping Tool
Tool Testing: Nacatoch Aquifer
— Original designation (2019)
— 525 Class II wells
—84 SWD wells
—441 EOR wells
— Updated Method (2021 Study)
— 435 Class II wells
—60 SWD wells
—375 EOR wells
— Largest injectate radius
—6 miles
Next Steps
BRACS team to apply tools and analyze outputs of injectate
mapping tool and complete QA/QC
1. Apply tools and procedures for Class II injection wells to aquifers
ready for zone evaluation.
2. Provide list of Class II injection wells injecting to formation of
interest to RRC for review and feedback.
3. Conduct the whole aquifer zone evaluation for all other statute
requirements
4. Select buffer distances for Class II injection wells
— Injection mapping tool provides model for injectate migration but
not buffer distance.
— BRACS is developing guidance and will seek stakeholder feedback.
Please contact us to be added to the stakeholder list.
—Contact us with comments/questions or to be
added to the stakeholder list
— Juan P. Acevedo, Juan.Acevedo@twdb.texas.gov
—Or visit the study website:
www.twdb.texas.gov/innovativewater/bracs/projects/Injection/index.asp
-
Thank you!
Caverns of Sonora, TX
CONCLUSIONS
• Brackish groundwater desalination is being and will continue to be
implemented to meet Texas’ growing water needs.
• There are abundant Class II injection wells that could be used to dispose
of the residual concentrates from the desalination plants – 30,000-100,000
mg/L.
• We propose tier I and tier II analytical models to assess the areas of
review (zones of endangering influence).
• In some cases, numerical models may have to be used.
• Class II wells offer a viable potential solution to disposal of concentrates.
Suggestion
• Underpressured, depleted petroleum reservoirs offer another attractive
potential for disposal of desalination waste fluids.
(Class II EOR wells become Class I wells) JMS
Desalination - One Future Solution
• Texas has abundant brackish and saline water.
• Desalination technology is improving; costs of
desalination are decreasing. Reverse osmosis currently
the preferred/most promising process.
• Concerns:
• Location of waters for desalination;
• Effects of fluid production; &
• Disposal of residual fluids
JMS
JMS
Texas has
numerous brackish
“aquifers.”
TWDB, 2021 JMS
Texas has
numerous
brackish water
wells.
TWDB, 2021
TWDB, 2021
JMS
Class II Wells
• There are ~ 180,000 Class II wells in the USA.
• Most are in Texas, California, Oklahoma, and
Kansas.
• Texas has the most (over 53,000, although only about
31,000 are active).
• Produced waters are generally “brines” with a TDS of
~45,000 ppm (DOE, 2006). This can vary from ~30,000
to >100,000 ppm depending upon the source of waters being
desalinated.
JMS
Analytical Solutions (Drawdown/Mounding)
Abundant literature on
EPA’s “Area of review” or
“Zone of endangering
influence”
This estimates head
change, not migration
Injection
well
Injection well
Injectate Mapping Techniques
– EPA (1994) assumes no ambient hydraulic gradient
– Bear and Jacobs (1965) includes an ambient hydraulic gradient
Tier 1
Screening level
evaluation
Tier 2
Used when
refining model
• No dispersion
Effect of Dispersion
Analytical Solution
Numerical Solution
Effect of Dispersion
• Longitudinal dispersion = 40 feet
• Transverse dispersion = 1/10 LD
Analytical Solution
Numerical Solution
Analytical Solution
Numerical Solution
Effect of Dispersion
• Longitudinal dispersion = 400
feet
• Transverse dispersion = 1/10 LD
Analytical Solution
Numerical Solution
Summary: Dispersion
• 50% isocontour represents average injectate migration
• Analytical solutions match average injectate migration
• Analytical solutions must consider radial flow from the
injection well and regional flow.
Fully penetrating well -
Variable density fluids
Comparing Bear and Jacobs (1965) with numerical model
Denser into lighter Lighter into denser
Same densities
Partially penetrating well –
Variable density fluids
Comparing Bear and Jacobs (1965) with numerical model
Denser into lighter Lighter into denser
Same densities
• Density may vertically stratify injectate
• Anisotropy plays an important role in the spread of
injectate, needs site-specific information
• Migration underestimated in fully penetrating wells
• Migration overestimated in partially penetrating wells
• More Class II wells are partially penetrating
• Modeling variable-density is complex and is not suitable
for regional-scale studies
• Suitable numerical solutions include:
SEAWAT; USG-Transport; MODFLOW 6, FEFLOW,
SUTRA, HST3D
Summary: Partial Penetration & Density
CONCLUSIONS
• Brackish groundwater desalination is being and will continue to
be implemented to meet Texas’ growing water needs.
• There are abundant Class II injection wells that could be used to
dispose of the residual concentrates from the desalination plants
– 30,000-100,000 mg/L.
• We propose tier I and tier II analytical models to assess the
areas of review (zones of endangering influence).
• In some cases, numerical models may have to be used.
• Class II wells offer a viable potential solution to disposal of
concentrates.
Suggestion
• Underpressured, depleted petroleum reservoirs offer another
attractive potential for disposal of desalination waste fluids.
(Class II EOR wells become Class I wells)
JMS
The end

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Study Results: Delineating Injection Well Buffer Zones in Brackish Aquifers

  • 1. Study Results: Delineating Areas Designated or Used for Class II Well Wastewater Injectate TAGD Winter Business Meeting Juan P. Acevedo TWDB – BRACS February 08, 2022
  • 4. HB 30: Requirements — TWDB-BRACS Identifies and designates Brackish Groundwater Production Zones (BGPZs) — BRACS = Brackish Resources Aquifer Characterization System — Determine the amount of brackish groundwater production from BGPZs over: — a 30-year period, — a 50-year period; and — without causing significant impact to water availability or water quality — Make recommendations regarding reasonable monitoring — to observe the effects of brackish groundwater production within the BGPZs
  • 5. Statutory Requirements for BGPZ Designation Must have brackish water In areas of the state with moderate to high availability and productivity Must have hydrogeologic barriers Sufficient to prevent significant impacts to freshwater availability or quality Cannot be within these boundaries Edwards Aquifer within the Edwards Aquifer Authority, Barton Springs-Edwards Aquifer Conservation District, Harris- Galveston Subsidence District, Fort Bend Subsidence District, and Dockum Aquifer Cannot be already in use Brackish water already serving as a significant source of water supply for municipal, domestic or agricultural Cannot be used for wastewater injection Permitted under Title 2 of Texas Water Code, Chapter 27 [Class II Underground Injection Control (UIC) Wells used for saltwater disposal (SWD)]
  • 6. Statutory Requirements & Criteria for BGPZ Class II wells are potentially injecting wastewater into the brackish portions of Texas Aquifers
  • 7. Aquifer BGPZ Example - Previous BRACS studies applied 15-mile buffer to all class II wells injecting into aquifer study areas. - Stakeholders pushed back on the 15-mile buffer designation - too conservative - scientifically defensible?
  • 11. Aquifer Assessment Master Table – default aquifer parameters
  • 12. Potential Mapping Techniques 1. Analytical solutions (Preferred method): — Stable — Easy-to-use — Simplifying assumptions but exact solutions — EPA (1994), Bear & Jacobs (1965) — Applicable on a regional scale 2. Numerical solutions : — Accommodate complex systems — Intensive data requirements — potentially unstable, require advanced users — Modflow 6 — Applicable on a small/local scale Current EPA procedure is to calculate “Zone of Endangering Influence”
  • 13. — Tier 1 Analysis (no flow direction) — EPA (1994) — Bear and Jacobs (1965) — Compute maximum migration extent — Tier 2 Analysis (flow direction available) — Both gradient and direction of flow — Bear and Jacobs (1965) Proposed Methods: Two-tiered – Analytical Solutions Injection Well Potential Injectate Migration without gradient Potential Injectate Migration extent with gradient Injection Well Potential Extent of Injectate Migration Tier 1 Tier 2 x x Ambient Flow Direction
  • 14. — Underestimates injectate migration when compared to numerical solution Limitation of Analytical Solutions — Analytical solutions solve on a well-well basis
  • 15. Final Workflow RRC Datasets Download UIC Database Download O&G Full Wellbore Database Data Processing Tool Well Intersection Tool BRACS Aquifer boundaries, surfaces & TX DEM Processed Injection Statistics table Processed Injection well data table Processed Injection rates and Aquifer location table Tool Tool Injectate Mapping Tool Tool BRACS Aquifer Studies Injection Transport Model Output/Input Tables Output/Input Table INPUT OUTPUT BRACS Aquifer Studies
  • 18. Tool Testing: Nacatoch Aquifer — Original designation (2019) — 525 Class II wells —84 SWD wells —441 EOR wells — Updated Method (2021 Study) — 435 Class II wells —60 SWD wells —375 EOR wells — Largest injectate radius —6 miles
  • 19. Next Steps BRACS team to apply tools and analyze outputs of injectate mapping tool and complete QA/QC 1. Apply tools and procedures for Class II injection wells to aquifers ready for zone evaluation. 2. Provide list of Class II injection wells injecting to formation of interest to RRC for review and feedback. 3. Conduct the whole aquifer zone evaluation for all other statute requirements 4. Select buffer distances for Class II injection wells — Injection mapping tool provides model for injectate migration but not buffer distance. — BRACS is developing guidance and will seek stakeholder feedback. Please contact us to be added to the stakeholder list.
  • 20. —Contact us with comments/questions or to be added to the stakeholder list — Juan P. Acevedo, Juan.Acevedo@twdb.texas.gov —Or visit the study website: www.twdb.texas.gov/innovativewater/bracs/projects/Injection/index.asp - Thank you! Caverns of Sonora, TX
  • 21. CONCLUSIONS • Brackish groundwater desalination is being and will continue to be implemented to meet Texas’ growing water needs. • There are abundant Class II injection wells that could be used to dispose of the residual concentrates from the desalination plants – 30,000-100,000 mg/L. • We propose tier I and tier II analytical models to assess the areas of review (zones of endangering influence). • In some cases, numerical models may have to be used. • Class II wells offer a viable potential solution to disposal of concentrates. Suggestion • Underpressured, depleted petroleum reservoirs offer another attractive potential for disposal of desalination waste fluids. (Class II EOR wells become Class I wells) JMS
  • 22. Desalination - One Future Solution • Texas has abundant brackish and saline water. • Desalination technology is improving; costs of desalination are decreasing. Reverse osmosis currently the preferred/most promising process. • Concerns: • Location of waters for desalination; • Effects of fluid production; & • Disposal of residual fluids JMS
  • 23. JMS
  • 26. Class II Wells • There are ~ 180,000 Class II wells in the USA. • Most are in Texas, California, Oklahoma, and Kansas. • Texas has the most (over 53,000, although only about 31,000 are active). • Produced waters are generally “brines” with a TDS of ~45,000 ppm (DOE, 2006). This can vary from ~30,000 to >100,000 ppm depending upon the source of waters being desalinated. JMS
  • 27. Analytical Solutions (Drawdown/Mounding) Abundant literature on EPA’s “Area of review” or “Zone of endangering influence” This estimates head change, not migration Injection well Injection well
  • 28. Injectate Mapping Techniques – EPA (1994) assumes no ambient hydraulic gradient – Bear and Jacobs (1965) includes an ambient hydraulic gradient Tier 1 Screening level evaluation Tier 2 Used when refining model
  • 29. • No dispersion Effect of Dispersion Analytical Solution Numerical Solution
  • 30. Effect of Dispersion • Longitudinal dispersion = 40 feet • Transverse dispersion = 1/10 LD Analytical Solution Numerical Solution Analytical Solution Numerical Solution
  • 31. Effect of Dispersion • Longitudinal dispersion = 400 feet • Transverse dispersion = 1/10 LD Analytical Solution Numerical Solution
  • 32. Summary: Dispersion • 50% isocontour represents average injectate migration • Analytical solutions match average injectate migration • Analytical solutions must consider radial flow from the injection well and regional flow.
  • 33. Fully penetrating well - Variable density fluids Comparing Bear and Jacobs (1965) with numerical model Denser into lighter Lighter into denser Same densities
  • 34. Partially penetrating well – Variable density fluids Comparing Bear and Jacobs (1965) with numerical model Denser into lighter Lighter into denser Same densities
  • 35. • Density may vertically stratify injectate • Anisotropy plays an important role in the spread of injectate, needs site-specific information • Migration underestimated in fully penetrating wells • Migration overestimated in partially penetrating wells • More Class II wells are partially penetrating • Modeling variable-density is complex and is not suitable for regional-scale studies • Suitable numerical solutions include: SEAWAT; USG-Transport; MODFLOW 6, FEFLOW, SUTRA, HST3D Summary: Partial Penetration & Density
  • 36. CONCLUSIONS • Brackish groundwater desalination is being and will continue to be implemented to meet Texas’ growing water needs. • There are abundant Class II injection wells that could be used to dispose of the residual concentrates from the desalination plants – 30,000-100,000 mg/L. • We propose tier I and tier II analytical models to assess the areas of review (zones of endangering influence). • In some cases, numerical models may have to be used. • Class II wells offer a viable potential solution to disposal of concentrates. Suggestion • Underpressured, depleted petroleum reservoirs offer another attractive potential for disposal of desalination waste fluids. (Class II EOR wells become Class I wells) JMS

Editor's Notes

  1. Increasing gap between anticipated demand and existing supply State water planning process identifies various sources of future water supplies – onto next slide
  2. Brackish groundwater resources are an important component of TX water supplies. BRACS group at TWDB is mandated to identify brackish groundwater resources in TX The legislature has provided more guidance on this task with HB 30 – onto next slide
  3. Juan is the expert on this
  4. Juan is the expert on this
  5. Juan is the expert on this – note the large 15 mile radius for all the Class II injection wells TWDB solicited SOQs to work on developing tools and processes to estimate the extent of injectate mapping WSP team including SS Papadopulos & Associates and Dr. Sharp was selected for the project
  6. To begin the project, TWDB identified 18 aquifers with potential Brackish Groundwater resources for WSP to assess: Aquifer parameters Presence of Class II injection wells Injection well parameters
  7. Injection well data available from RRC and aquifer data available from TWDB was used to check for: Presence of Class II injection wells Potential for presence of Class II injection wells In this example, no Class II injection wells were found to intersect with the Blossom aquifer
  8. For certain other aquifers such as the Gulf Coast, many Class II injection wells were found
  9. Aquifer parameters relevant for injectate mapping were obtained from TWDB GAMs and other available sources and a default aquifer parameters table was developed. This was later used in the injectate mapping exercise. The graphic is just a snippet from the default table and the entire table will be made available when the report is made public
  10. EPA ZOEI calculations not applicable for this project since we are interested in modeling the full transport of injectate migration and not changes in hydraulic head from mounding Numerical models were also considered for this project. However, the project team and the workgroup reached a consensus that analytical models are the appropriate path forward. The project team conducted various numerical modeling exercises to confirm that the analytical models perform just as well as the numerical models under various scenarios.
  11. A two-tiered approach was finalized 1. in the first tier the EPA model and Bear and Jacobs model is used to estimate a maximum radius of injectate 2. For certain wells, a flow direction might also be assumed to obtain a more advanced estimate of injectate migration
  12. Some limitations of the analytical modeling approach were identified such as this one: When multiple Class II injection wells are injecting relatively close to each, they may have an impact on the ambient groundwater flow field and thereby on the migration of injectate from the nearby wells. In such cases, the migration estimates from the analytical wells might be slightly different from that obtained from numerical models
  13. The workflows discussed earlier to process the RRC databases was automated on an online platform and it provide an output in the form that can be directly edited by TWDB staff and used to check for wells that intersect the BRACS formations These online tools are available on the FME web server. It contains both data processing tools required in order to download the RRC class II well data base, and to process its information into a usable input for the injectate mapping tool. Key steps necessary for the well intersection tool is to have a completed BRACS study aquifer surfaces (in raster format) since this tool uses the aquifer surfaces as an input to intersect the wells that are potentially injecting into our aquifers of interest. *Please note that all these online tools are meant for internal use by TWDB staff and not available for general public use
  14. The injectate mapping tool is also hosted online and requires the input from the two FME tools and aquifer parameters Default aquifer parameters are available and can be edited by TWDB staff where more recent or better data is available Here’s a snapshot of the online injectate mapping tool *Please note that all these online tools are meant for internal use by TWDB staff and not available for general public use
  15. If you remember the initial slide from the 15 mile buffer example, here are the results from the injectate mapping tool – note the vast difference in the estimated extent of injectate migration Please note that the tool only estimates injectate migration, not the actual buffers TWDB staff conducts a more detailed analysis to come up with the actual buffers – next slide
  16. Juan is the expert on this Dr. Sharp has used the results from this study to propose a novel idea and I’ll be handing it over to him to discuss it
  17. These techniques map the injection transport in the subsurface, they are not the actual buffer distances that the TWDB will apply for class 2 injection wells.