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Water Quality, Quantity, and
Management: Lessons from the
   Marcellus Shale Region
            Radisav D. Vidic, PhD, PE
 Department of Civil and Environmental Engineering
              University of Pittsburgh




                             civil and environmental engineering
Shale Gas Basins




          civil and environmental engineering
Hydrofracturing




         civil and environmental engineering
Water Supply Issues
• Need 2 to 6 Million gallons of water per well for hydraulic
  fracturing
• Surface Water Withdrawals
   –   Concerns about depletion of water resources, especially in drought years
   –   Impacts to aquatic life
   –   Ability to get withdrawals approved
   –   Don’t really need high quality water, but consistent quality is important
• Transportation of water
   – 1 MG = 200 trucks
   – Cost can be significant (up to $2/bbl)
• Water storage on site

                                               civil and environmental engineering
Water Withdrawal in PA
• Need 2 to 6 Million gallons of water per well for a multi-
  stage hydrofracturing
    Water-use category                     Water withdrawal         Percentage
                                               (MGD)                    (%)
    Public supply                                1420                    15
    Domestic                                     152                    1.6
    Irrigation                                   24.3                   0.3
    Livestock                                    61.8                   0.6
    Aquaculture                                  524                    5.5
    Industrial                                   770                    8.1
    Mining                                       95.7                    1
    Thermoelectric power plants                  6430                  67.7
    Marcellus Shale exploitation in 2013         18.7                   0.2
    (Gaudlip et al. 2008)
                                            civil and environmental engineering
Water Use in PA




Marcellus Shale Play is not a significant water user in PA
                               civil and environmental engineering
Water Transfer Issues
- Trucks
- Temporary surface lines
- Permanent subsurface lines




                               civil and environmental engineering
Water Storage Issues

Storage options:
• Centralized
  impoundment—
  now becoming
  more prominent
• Single pad-
  dedicated
  impoundment
• Frac tanks

Storage based on
  ultimate scale of
  operations (long vs.
  short term)




                               civil and environmental engineering
Volumetric Composition of Fracking Fluids




                       civil and environmental engineering
Fracture Fluid Composition
Additive type         Main Compound              Purpose

Diluted acid (15%)    Hydrochloric or            Dissolve minerals and initiates
                      Muriatic                   cracks in rock

Biocide               Glutaraldehyde, DBNPA      Bacterial control
Corrosion inhibitor   N,n-dimethyl               Prevents corrosion
                      formamide
Breaker               Ammonium persulfate        Delays breakdown of gel polymers

Crosslinker           Borate salts               Maintains fluid viscosity at high
                                                 temperature
                      Polyacrylamide             Minimize friction between the
Friction reducers                                fluid and the pipe
                      Mineral oil

Gel                   Guar gum or                Thickens water to suspend the
                      hydroxyethyl cellulose     sand

                                               civil and environmental engineering
Fracture Fluid Composition

Additive type      Main Compound           Purpose

Iron control       Citric acid             Prevent precipitation of metal
                                           oxides
Oxygen scavenger   Ammonium bisulfite      Remove oxygen from fluid to
                                           reduce pipe corrosion
pH adjustment      Potassium or sodium     Maintains effectiveness of other
                   carbonate               compounds (e.g., crosslinker)
Proppant           Silica quartz sand      Keeps fractures open

Scale inhibitor    Ethylene glycol         Reduce deposition on pipe

Surfactant         Isopropanol             Increase viscosity of fluid




                                         civil and environmental engineering
Latest Fracture Fluid Designs
Sand       Additives
5.56%       0.08%



            Water                       Additives
           94.36%                                                           Anti-
                       Friction                                           microbial
                       reducer                                              37%
                         50%




                                                                          Scale
                                                                        inhibitor
                                                                          13%
                                  civil and environmental engineering
Anatomy of
  a Vertical Well

Marcellus Shale wells are cased
and grouted (using special
cements) to prevent migration of
natural gas and fluid from the
producing zone up the well bore
into fresh-water aquifers.




                                   civil and environmental engineering
Wastewater Issues

              Flowback water                    Produced water

Flowrate      High                              Low (10-50 bbl/day)
Duration      1 – 2 weeks                       Life of the well
TDS           < 200,000 mg/L                    > 300,000 mg/L
              Chemical additives                Same as flowback but more
Composition
              Naturally occuring constituents   salts
                      Water recovery
                         10 – 40 %
                      Flowrate varies
                       with location



                                          civil and environmental engineering
Wastewater Storage Issues
Storage options:
• Centralized
  impoundment
• Single pad-
  dedicated
  impoundment
• Frac tanks




 Environmental Risks
 - Leakage
 - Erosion and sediment control




                                  civil and environmental engineering
Flowback Water Characterization
                        160 flowback water analyses (BOGM, MSC, etc.)

                               3(1)                                             18(8)
                                                     14(10)
                                                     29(15)         29(15)
                                      4(1) 2(1)
                                                         7(3)

                                                  2(2)

                               1(1)
        26(4)                               4(2)

                        1(1)

15(3)
                23(5)

 8(3)
           3(3)

                                                         civil and environmental engineering
Flowback Water Quality
Constituent      Low     Medium                  High

 Ba (mg/L)      2,300     3,310                 13,500
  Sr (mg/L)     1,390     2,100                 8,460
 Ca (mg/L)      5,140    14,100                 41,000
 Mg (mg/L)       438       938                  2,550
Hardness (mg
                17,900   49,400                 90,337
/L as CaCO3)
 TDS (mg/L)     69,400   175,600               345,000
 Gross Beta
                 ND      43,415                597,000
   (pCi/L)
Ra226 (pCi/L)    ND        623                  9,280
COD (mg/L)       850     12,550                 36,600

                         civil and environmental engineering
Flowback Water Management

• Wastewater disposal
    - Injection/disposal wells
    - Disposal to dedicated treatment facilities
    - Discharge to POTWs




                           civil and environmental engineering
Gas Drilling Wastewater Management




                          (Hart, P., 2011)

                   civil and environmental engineering
                                           19
Disposal Wells
• Require demonstration that injected fluids remain
  confined and isolated from fresh water aquifers
• Limited capacities (1200 to 3000 bpd)
• Substantial capital investment with uncertain life
  span ($1M to $2M)
• Probably will only play a limited role
• Depleted shallower wells are currently being
  evaluated!?!?




                                  civil and environmental engineering
Microseismic Tests in Marcellus Shale




                     civil and environmental engineering
Dedicated Treatment Facilities




                 civil and environmental engineering
Impact on Surface Water Quality




                  civil and environmental engineering
Impact on Surface Water Quality

                                                  CROOKED CREEK & McKEE RUN
                                                           Bromide Concentration (ppb)
                                      Oct   Nov      Dec        Jan     Feb    March     April    May    June   July   Aug    Sept   Oct
            Sample Site
                                     2010   2010    2010       2011    2011    2011      2011     2011   2011   2011   2011   2011   2011
McKee         Upstream of Plant B            29       79         61     36      27        17       32     66     93     63     26     25
 Run         Donwstream of Plant B   20 X   10 X     9X        10 X    1.1 X    3X        3X       8X     8X    27 X   34 X    4X    17X

        Blue Spruce Bridge            57    39       64         87      37      38        13       53     83    116    114    56     25
Crooked
 Creek Bridge St. Bridge             1130   345      639        774     42      111       44      414    640    3100   3900   214    427
        Stitt Hil Rd. Bridge                280      467        396    173      74        53      112    258    578    582    426    103



                                                                                               (Casson, L., 2012)

                                                                                 civil and environmental engineering
Disposal to POTWs
• Chosen option in the past
• POTWs use biological processes
• Biological systems cannot handle high salinity
   (few case studies above 35,000 mg/L)
• Require an approved pretreatment program




                                civil and environmental engineering
Treatment for Reuse in Fracking
             Operations

• Reduce O&G industry needs for surface water
• Reduce overall management costs
  – Volume reduction
  – Transportation costs
  – Disposal costs
• Reduce potential liability



                               civil and environmental engineering
Water Bank Concept

• Reuse difficult for smaller operators
  – Insufficient well count
  – Insufficient capital


• Develop rules for water banking
  – Smaller operator dispose of their wastewater in
    regional impoundments
  – Larger operators get credit for water reuse and
    pollution elimination
                              civil and environmental engineering
Recycling/Reuse
                      •   4800 wells on 625 mi2
                      •   3 refractures/well
                      •   33% water reuse




                     - Works for 12-15 yrs
                     - Eventually we are a
                     net producer of water
         civil and environmental engineering
Total Water Balance Within a Gas Field




   (Kujivenhoven et al., 2011)

                                 civil and environmental engineering
                                                         29
Treatment Options
                     100
                                                                    Crystallizers
Water Recovery (%)




                                                Evaporation


                      75               Limited recovery
                                         at high TDS



                      50




                           25,000   50,000                100,000                   300,000
                                      Total Dissolved Solids (mg/L)

                                                      civil and environmental engineering
Complete Treatment Process

                                 FLOWBACK
                                                   WASTE
 WATER              FRAC                           BRINE
SOURCE            OPERATIONS     PRODUCED         STORAGE
                                   WATER

      RECOVERED WATER                               Pretreatment



 ROAD                BRINE                            BRINE
DEICING           CRYSTALLIZER                    CONCENTRATOR
                                     Volume
 SALT                               Reduction
                                    Based on
                                      TDS

                  PURGE TO
     95% Volume
                  DISPOSAL
      Reduction



                                 civil and environmental engineering
Gas Drilling Wastewater Management




                          (Hart, P., 2011)

                   civil and environmental engineering
                                           32
Salt production in Marcellus region
•   100,000 wells
•   10 barrels/day/well of produced water
•   300,000 mg/L salinity of produced water
•   80% salt recovery

• Total NaCl produced in PA = 8 million tons
• Total salt use for deicing in the US = 12-15 million tons




                                civil and environmental engineering
AMD in Pennsylvania
• Pennsylvania’s single greatest source of water pollution
   – Contaminated 4,000 miles of streams
• Elevated levels of iron and sulfate
• Can have elevated hardness
• TDS typically around 1,000 mg/L

• May be suitable as fracking water make up with little or
  no treatment



                                   civil and environmental engineering
Why AMD?




Permitted wells   Abandoned discharge         Reclaimed discharge



                                  civil and environmental engineering
Co-treatment of flowback water and AMD

      Flowback water                          Abandoned mine
                                              drainage (AMD)




  Barium, Strontium, Calcium                        Sulfate

                       Hydraulic fracturing

Enables the reuse of flowback water for hydraulic fracturing with
limited treatment => decreases the treatment and transport cost
                        of flowback water

                                     civil and environmental engineering
                                                             36
Summary
• Marcellus shale development hinges on
  documenting environmental impacts and developing
  sustainable water management
• Almost no direct disposal options and limited
  treatment options for flowback/produced water
• Flowback water reuse appears to be the most
  effective option
• Water reuse has a finite lifetime
• Salt management may become a major issue in PA
• AMD is a promising/convenient water source for
  hydraulic fracturing

                            civil and environmental engineering
Thank You for
Your Attention


 Questions?



                 civil and environmental engineering
Natural Gas Production




            Source: Annual Energy Outlook, EIA, 2011

             civil and environmental engineering
History of Hydrofracturing
•   First test in 1903
•   First commercial use in 1949
•   More than 1,000,000 wells by 1998
•   Nowadays, 35,000 wells per year with new
    technology



                           civil and environmental engineering
Well Pad




Madden 2H, Lycoming County

                             civil and environmental engineering
Multiwell Pads




         civil and environmental engineering
Rapid Marcellus Development




               civil and environmental engineering
Typical Efficiencies of Thermoelectric
             Power Plants




                           Source: Stilwell et al., 2009

                      civil and environmental engineering
Water Use in Thermoelectric Power Plants




                      civil and environmental engineering
Flow scheme 1: Conventional Water Management



                        Flowback
    “Fresh”                                Class II Well
     Water                                   Disposal
               Well 1



  Represents Maximum Water Demand
   (No Water Reuse)
  Conventional approach in Barnett and other plays
  Difficult in Marcellus (only 7 Class II wells)

                                   civil and environmental engineering
Flow scheme 2: On-Site Primary Treatment for Reuse


                     On-Site
                      Settling
                   SS & FR Rem
         Well 1


                                         High TDS
                                         Reuse Water


                    Blend

                                     Makeup Water
                                     (Fresh Water)
         Well 2


                                 civil and environmental engineering
Flow scheme 3: Off-Site Primary Treatment for
                   Reuse

                                               Sedimenta-
           On-Site          Rapid Mix          tion & Hard-      Rapid Sand
           Settling         w/ Caustic                           Filter
                                               ness Rem
           SS Removal       & Flocculant

  Well 1                  Near-Field                               Disinfect
                                              Belt Press
                          Primary                                  (Ozone or
                          Treatment                                Peroxide)
                                           Solids to Landfill

                                              High TDS Water
                                              For Reuse
                        Blend

                                           Makeup Water
                                           (Fresh Water)
      Well 2

                                            civil and environmental engineering
Flow scheme 4: Off-Site Primary Treatment and
              Demineralization

                                                    Demineral-    Concentrated
            On-Site              Near Field         Ization       Brine
            Settling
            SS Removal
                                 Primary
                                 Treatment          Mechanical
   Well 1
                                                    Vapor
                                                    Recomp         Disposal
                                                                   (Class II Well)
                                                                   Or
                                                                   By-Product
                                                                   Recovery
                                    Distilled Water                (Crystallizer)
                                    For Reuse
                         Blend
                                      Makeup Water
                                      (Fresh Water)
      Well 2

                                              civil and environmental engineering
Economic Comparison of Flow Schemes
Basis: 1 million gallons of flowback (23,800 barrels)
         Flow Scheme            FS 1              FS 2                FS 3             FS4
            Method           Transport to    “In Field” Primary    “Near Field”      “In-Field”
                             Class II Well       Treatment         Precipitation    Evaporation
                             for Disposal        for Reuse          for Reuse        for Reuse

          Treatment $             -                 71                 83              119
           Transport $           75                  1                 24               24
        Brine Disposal $         60                  -                  -               19
       Sludge Disposal $          -                  2                  6                6

      Total Cost ($x1000)       135                 74                 113             168
        Cost per barrel         5.67               3.10               4.75             7.05
       Hardness Removal        100%                0%                 97%             100%
           Ba removal          100%                0%                 99%             100%
          Salt Removal         100%                0%                  0%             100%
          Water reused            0                99%                97%              90%
                                                          civil and environmental engineering
Geosteering




        civil and environmental engineering
Resource Development
     1   2   3   4   5   6   7   8   9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
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                                                     civil and environmental engineering

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Water Quality, Quantity, and Management: Lessons from the Marcellus Shale Region

  • 1. Water Quality, Quantity, and Management: Lessons from the Marcellus Shale Region Radisav D. Vidic, PhD, PE Department of Civil and Environmental Engineering University of Pittsburgh civil and environmental engineering
  • 2. Shale Gas Basins civil and environmental engineering
  • 3. Hydrofracturing civil and environmental engineering
  • 4. Water Supply Issues • Need 2 to 6 Million gallons of water per well for hydraulic fracturing • Surface Water Withdrawals – Concerns about depletion of water resources, especially in drought years – Impacts to aquatic life – Ability to get withdrawals approved – Don’t really need high quality water, but consistent quality is important • Transportation of water – 1 MG = 200 trucks – Cost can be significant (up to $2/bbl) • Water storage on site civil and environmental engineering
  • 5. Water Withdrawal in PA • Need 2 to 6 Million gallons of water per well for a multi- stage hydrofracturing Water-use category Water withdrawal Percentage (MGD) (%) Public supply 1420 15 Domestic 152 1.6 Irrigation 24.3 0.3 Livestock 61.8 0.6 Aquaculture 524 5.5 Industrial 770 8.1 Mining 95.7 1 Thermoelectric power plants 6430 67.7 Marcellus Shale exploitation in 2013 18.7 0.2 (Gaudlip et al. 2008) civil and environmental engineering
  • 6. Water Use in PA Marcellus Shale Play is not a significant water user in PA civil and environmental engineering
  • 7. Water Transfer Issues - Trucks - Temporary surface lines - Permanent subsurface lines civil and environmental engineering
  • 8. Water Storage Issues Storage options: • Centralized impoundment— now becoming more prominent • Single pad- dedicated impoundment • Frac tanks Storage based on ultimate scale of operations (long vs. short term) civil and environmental engineering
  • 9. Volumetric Composition of Fracking Fluids civil and environmental engineering
  • 10. Fracture Fluid Composition Additive type Main Compound Purpose Diluted acid (15%) Hydrochloric or Dissolve minerals and initiates Muriatic cracks in rock Biocide Glutaraldehyde, DBNPA Bacterial control Corrosion inhibitor N,n-dimethyl Prevents corrosion formamide Breaker Ammonium persulfate Delays breakdown of gel polymers Crosslinker Borate salts Maintains fluid viscosity at high temperature Polyacrylamide Minimize friction between the Friction reducers fluid and the pipe Mineral oil Gel Guar gum or Thickens water to suspend the hydroxyethyl cellulose sand civil and environmental engineering
  • 11. Fracture Fluid Composition Additive type Main Compound Purpose Iron control Citric acid Prevent precipitation of metal oxides Oxygen scavenger Ammonium bisulfite Remove oxygen from fluid to reduce pipe corrosion pH adjustment Potassium or sodium Maintains effectiveness of other carbonate compounds (e.g., crosslinker) Proppant Silica quartz sand Keeps fractures open Scale inhibitor Ethylene glycol Reduce deposition on pipe Surfactant Isopropanol Increase viscosity of fluid civil and environmental engineering
  • 12. Latest Fracture Fluid Designs Sand Additives 5.56% 0.08% Water Additives 94.36% Anti- Friction microbial reducer 37% 50% Scale inhibitor 13% civil and environmental engineering
  • 13. Anatomy of a Vertical Well Marcellus Shale wells are cased and grouted (using special cements) to prevent migration of natural gas and fluid from the producing zone up the well bore into fresh-water aquifers. civil and environmental engineering
  • 14. Wastewater Issues Flowback water Produced water Flowrate High Low (10-50 bbl/day) Duration 1 – 2 weeks Life of the well TDS < 200,000 mg/L > 300,000 mg/L Chemical additives Same as flowback but more Composition Naturally occuring constituents salts Water recovery 10 – 40 % Flowrate varies with location civil and environmental engineering
  • 15. Wastewater Storage Issues Storage options: • Centralized impoundment • Single pad- dedicated impoundment • Frac tanks Environmental Risks - Leakage - Erosion and sediment control civil and environmental engineering
  • 16. Flowback Water Characterization 160 flowback water analyses (BOGM, MSC, etc.) 3(1) 18(8) 14(10) 29(15) 29(15) 4(1) 2(1) 7(3) 2(2) 1(1) 26(4) 4(2) 1(1) 15(3) 23(5) 8(3) 3(3) civil and environmental engineering
  • 17. Flowback Water Quality Constituent Low Medium High Ba (mg/L) 2,300 3,310 13,500 Sr (mg/L) 1,390 2,100 8,460 Ca (mg/L) 5,140 14,100 41,000 Mg (mg/L) 438 938 2,550 Hardness (mg 17,900 49,400 90,337 /L as CaCO3) TDS (mg/L) 69,400 175,600 345,000 Gross Beta ND 43,415 597,000 (pCi/L) Ra226 (pCi/L) ND 623 9,280 COD (mg/L) 850 12,550 36,600 civil and environmental engineering
  • 18. Flowback Water Management • Wastewater disposal - Injection/disposal wells - Disposal to dedicated treatment facilities - Discharge to POTWs civil and environmental engineering
  • 19. Gas Drilling Wastewater Management (Hart, P., 2011) civil and environmental engineering 19
  • 20. Disposal Wells • Require demonstration that injected fluids remain confined and isolated from fresh water aquifers • Limited capacities (1200 to 3000 bpd) • Substantial capital investment with uncertain life span ($1M to $2M) • Probably will only play a limited role • Depleted shallower wells are currently being evaluated!?!? civil and environmental engineering
  • 21. Microseismic Tests in Marcellus Shale civil and environmental engineering
  • 22. Dedicated Treatment Facilities civil and environmental engineering
  • 23. Impact on Surface Water Quality civil and environmental engineering
  • 24. Impact on Surface Water Quality CROOKED CREEK & McKEE RUN Bromide Concentration (ppb) Oct Nov Dec Jan Feb March April May June July Aug Sept Oct Sample Site 2010 2010 2010 2011 2011 2011 2011 2011 2011 2011 2011 2011 2011 McKee Upstream of Plant B 29 79 61 36 27 17 32 66 93 63 26 25 Run Donwstream of Plant B 20 X 10 X 9X 10 X 1.1 X 3X 3X 8X 8X 27 X 34 X 4X 17X Blue Spruce Bridge 57 39 64 87 37 38 13 53 83 116 114 56 25 Crooked Creek Bridge St. Bridge 1130 345 639 774 42 111 44 414 640 3100 3900 214 427 Stitt Hil Rd. Bridge 280 467 396 173 74 53 112 258 578 582 426 103 (Casson, L., 2012) civil and environmental engineering
  • 25. Disposal to POTWs • Chosen option in the past • POTWs use biological processes • Biological systems cannot handle high salinity (few case studies above 35,000 mg/L) • Require an approved pretreatment program civil and environmental engineering
  • 26. Treatment for Reuse in Fracking Operations • Reduce O&G industry needs for surface water • Reduce overall management costs – Volume reduction – Transportation costs – Disposal costs • Reduce potential liability civil and environmental engineering
  • 27. Water Bank Concept • Reuse difficult for smaller operators – Insufficient well count – Insufficient capital • Develop rules for water banking – Smaller operator dispose of their wastewater in regional impoundments – Larger operators get credit for water reuse and pollution elimination civil and environmental engineering
  • 28. Recycling/Reuse • 4800 wells on 625 mi2 • 3 refractures/well • 33% water reuse - Works for 12-15 yrs - Eventually we are a net producer of water civil and environmental engineering
  • 29. Total Water Balance Within a Gas Field (Kujivenhoven et al., 2011) civil and environmental engineering 29
  • 30. Treatment Options 100 Crystallizers Water Recovery (%) Evaporation 75 Limited recovery at high TDS 50 25,000 50,000 100,000 300,000 Total Dissolved Solids (mg/L) civil and environmental engineering
  • 31. Complete Treatment Process FLOWBACK WASTE WATER FRAC BRINE SOURCE OPERATIONS PRODUCED STORAGE WATER RECOVERED WATER Pretreatment ROAD BRINE BRINE DEICING CRYSTALLIZER CONCENTRATOR Volume SALT Reduction Based on TDS PURGE TO 95% Volume DISPOSAL Reduction civil and environmental engineering
  • 32. Gas Drilling Wastewater Management (Hart, P., 2011) civil and environmental engineering 32
  • 33. Salt production in Marcellus region • 100,000 wells • 10 barrels/day/well of produced water • 300,000 mg/L salinity of produced water • 80% salt recovery • Total NaCl produced in PA = 8 million tons • Total salt use for deicing in the US = 12-15 million tons civil and environmental engineering
  • 34. AMD in Pennsylvania • Pennsylvania’s single greatest source of water pollution – Contaminated 4,000 miles of streams • Elevated levels of iron and sulfate • Can have elevated hardness • TDS typically around 1,000 mg/L • May be suitable as fracking water make up with little or no treatment civil and environmental engineering
  • 35. Why AMD? Permitted wells Abandoned discharge Reclaimed discharge civil and environmental engineering
  • 36. Co-treatment of flowback water and AMD Flowback water Abandoned mine drainage (AMD) Barium, Strontium, Calcium Sulfate Hydraulic fracturing Enables the reuse of flowback water for hydraulic fracturing with limited treatment => decreases the treatment and transport cost of flowback water civil and environmental engineering 36
  • 37. Summary • Marcellus shale development hinges on documenting environmental impacts and developing sustainable water management • Almost no direct disposal options and limited treatment options for flowback/produced water • Flowback water reuse appears to be the most effective option • Water reuse has a finite lifetime • Salt management may become a major issue in PA • AMD is a promising/convenient water source for hydraulic fracturing civil and environmental engineering
  • 38. Thank You for Your Attention Questions? civil and environmental engineering
  • 39. Natural Gas Production Source: Annual Energy Outlook, EIA, 2011 civil and environmental engineering
  • 40. History of Hydrofracturing • First test in 1903 • First commercial use in 1949 • More than 1,000,000 wells by 1998 • Nowadays, 35,000 wells per year with new technology civil and environmental engineering
  • 41. Well Pad Madden 2H, Lycoming County civil and environmental engineering
  • 42. Multiwell Pads civil and environmental engineering
  • 43. Rapid Marcellus Development civil and environmental engineering
  • 44. Typical Efficiencies of Thermoelectric Power Plants Source: Stilwell et al., 2009 civil and environmental engineering
  • 45. Water Use in Thermoelectric Power Plants civil and environmental engineering
  • 46. Flow scheme 1: Conventional Water Management Flowback “Fresh” Class II Well Water Disposal Well 1  Represents Maximum Water Demand (No Water Reuse)  Conventional approach in Barnett and other plays  Difficult in Marcellus (only 7 Class II wells) civil and environmental engineering
  • 47. Flow scheme 2: On-Site Primary Treatment for Reuse On-Site Settling SS & FR Rem Well 1 High TDS Reuse Water Blend Makeup Water (Fresh Water) Well 2 civil and environmental engineering
  • 48. Flow scheme 3: Off-Site Primary Treatment for Reuse Sedimenta- On-Site Rapid Mix tion & Hard- Rapid Sand Settling w/ Caustic Filter ness Rem SS Removal & Flocculant Well 1 Near-Field Disinfect Belt Press Primary (Ozone or Treatment Peroxide) Solids to Landfill High TDS Water For Reuse Blend Makeup Water (Fresh Water) Well 2 civil and environmental engineering
  • 49. Flow scheme 4: Off-Site Primary Treatment and Demineralization Demineral- Concentrated On-Site Near Field Ization Brine Settling SS Removal Primary Treatment Mechanical Well 1 Vapor Recomp Disposal (Class II Well) Or By-Product Recovery Distilled Water (Crystallizer) For Reuse Blend Makeup Water (Fresh Water) Well 2 civil and environmental engineering
  • 50. Economic Comparison of Flow Schemes Basis: 1 million gallons of flowback (23,800 barrels) Flow Scheme FS 1 FS 2 FS 3 FS4 Method Transport to “In Field” Primary “Near Field” “In-Field” Class II Well Treatment Precipitation Evaporation for Disposal for Reuse for Reuse for Reuse Treatment $ - 71 83 119 Transport $ 75 1 24 24 Brine Disposal $ 60 - - 19 Sludge Disposal $ - 2 6 6 Total Cost ($x1000) 135 74 113 168 Cost per barrel 5.67 3.10 4.75 7.05 Hardness Removal 100% 0% 97% 100% Ba removal 100% 0% 99% 100% Salt Removal 100% 0% 0% 100% Water reused 0 99% 97% 90% civil and environmental engineering
  • 51. Geosteering civil and environmental engineering
  • 52. Resource Development 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 civil and environmental engineering

Notes de l'éditeur

  1. There is infinitely small chance that the frac fluids will reach the groundwater supply once it is injected at 5-8,000 ft depth
  2. AMD Source is plentiful and local. Greater source of water pollution in PA Presence of discharges, mine poolActive mines treat their water but a lot are abandoned. Some watershed associations install passive treatments.Possibility of readilya and locally available water source for HF