3. Fracking Wastewater and Residual Solids
WASTEWATER
WASTEWATER
TREATMENT
RESIDUAL
SOLIDS
TO LANDFILL
FRACTURING FLUID (FF)
(WATER + CHEMICALS) RE-USE
DISPOSAL
FORMATION WATER
+ FF
4. Fracking Wastewater and Residual Solids
TOTAL DISSOLVED SOLIDS
(TDS)
METALS
HYDROCARBONS
FRACTURING FLUID
CHEMICALS
NATURALLY OCCURRING
RADIOACTIVE MATERIAL
(NORM)
HF
WASTEWATER
RESIDUAL
SOLIDS
CONTAMINANTS
CONCENTRATION
5. Fracking Wastewater and Residual Solids
POTWs not equipped for removing high TDS and metal
concentrations from HF wastewater
Centralized Waste Treatment (CWT) facilities for re-use
of water in fracking operations
Common CWT treatment process includes
metals precipitation, particularly for
removal of metals such as Barium and
Strontium that can limit reuse potential of
HF wastewater
Image Source:
http://airphotoslive.com/portfolio/wastewater-
treatment-plant-simulation-services/
6. Fracking Wastewater and Residual Solids
⢠Release of toxic leachates from
landfill facilities to groundwater
and surface water sources can
significantly impact the
environment and public health
⢠Characterization of the wastes is critical to ensure that they
are handled accordingly for the sustainable development of
the shale gas industry.
⢠Residuals may require pretreatment before their disposal, or
an alternative disposal method may need to be implemented
7. Project Objective
To understand the leaching behavior of heavy metals and
other elements of concern (EOC) from residual solids in
typical disposal environments.
8. Step 1: Elements of Concern
FRACTURING
WASTEWATER
COMPOSITION
MARCELLUS SHALE
FORMATION WATER
FRACTURING
CHEMICALS
9. Step 1: Elements of Concern
TRANSITION
METALS
ALKALINE
EARTH
METALS
METALLOIDS
ALKALI
METALS
OTHER
METALS
POST
TRANSITION
METALS
HALOGEN
Cadmium Barium Antimony Lithium Phosphorus Aluminum Bromide
Chromium Beryllium Arsenic Potassium Selenium Lead
Cobalt Calcium Boron Sodium Sulfate
Copper Magnesium Silicon
Iron Strontium
Manganese
Mercury
Molybdenum
Nickel
Silver
Uranium
Vanadium
Zinc
Zirconium
10.
11. Step 2: Representative Samples
Produced
Water
Gravity
Separation
Chemical
Precipitation Clarification Filtration
Effluent
Drilling Mud
Thickening Solidification
To Landfill
RAW SOLIDS (RS)
Process Water Residual Solids
TREATED SOLIDS (TS)
SOLIDIFIED SOLIDS (SS)
14. Step 3: Leaching Tests
SINGLE EXTRACTION
Short Duration
(Hours â Days)
Renewal of Leaching
Solution
Agitation
MULTIPLE EXTRACTION
Long Duration
(Weeks â Months)
Renewal of Leaching
Solution
Agitation
15. Step 4: Leaching Solutions
Distilled De-ionized WaterEF DDI
TCLP Leaching Solution
pH = 2.9EF 2.9
SPLP Leaching Solution
pH = 4.2
EF 4.2
MSW landfill when co-disposed with other municipal refuse
Mono-disposal in pits or land disposal when exposed to
acid rain
Mono-disposal environments when the pH of the leachate is
dictated by the buffering capacity of the waste
16. Methods: Shake Extraction Test (SET)
Sample Weight: 5 g
Leaching Solution Volume: 100 mL
Duration: 18 h
Agitated in Circular Motion
ASTM D3984: Shake Extraction of Solid Waste Using Water
18. Methods: Immersion Test (IT)
Sample Weight: 100 g
Leaching Solution Volume: 1 L
Duration (with replenishment): 6 h, 1,
2.25, 5, 9, 16 & 36 days
No Agitation
NEN 7375: Tank Test
20. Result: Immersion Test RAW SOLIDS
0.01
0.10
1
10
100
1,000
10,000
100,000
Li
K
Na
Ba
Be
Ca
Mg
Sr
U
Zr
V
Cr
Mo
Mn
Fe
Co
Ni
Cu
Ag
Cd
Hg
Zn
Al
B
Pb
Si
Sb
As
P
Se
S
Br
mgElementLeached/kgSample
Elements of Potential Concern
EF 2.9 EF 4.2 EF DDI
22. Result: Immersion Test
TREATED SOLIDS
0.01
0.10
1
10
100
1,000
10,000
100,000
Li
K
Na
Ba
Be
Ca
Mg
Sr
U
Zr
V
Cr
Mo
Mn
Fe
Co
Ni
Cu
Ag
Cd
Hg
Zn
Al
B
Pb
Si
Sb
As
P
Se
S
Br
mgElementLeached/kgSample
Elements of Potential Concern
EF 2.9 EF 4.2 EF DDI
26. Observations
KEY POINTS:
Alkali metals (Li, K and Na), alkali earth metals (Ba, Ca, Mg and Sr)
and halides (Br) leached at high concentration
Al, Fe, Mn and Si were extracted at high concentrations for EF 2.9
only
Li, Ba, Br and B leached at low concentrations for solidified solids
Most transition metals, metalloids, and other metals from the EOCs
were detected either below detection limits, at trace levels or at
extremely low concentrations (< 10 mg/kg)
27. Observations
KEY POINTS:
Total Amount of EOCs extracted:
SET : EF 2.9 > EF DDI ~ EF 4.2
IT: EF 2.9 > EF DDI > EF 4.2
TCLP leaching solution, of pH 2.9 = maximum extraction of the
inorganic elements from the residual solids.
28. Observations
COMPARISON WITH TCLP
Barium exceeded the TCLP threshold limit (100,000 ppb) for treated
solids in leaching solution EF 2.9.
No other sample failed the TCLP limit.
COMPARISON WITH NPDWS
Barium exceeded the NPDWS threshold limit (2,000 ppb) for treated
solids and raw solids. Within threshold limits for solidified solids.
The following EOCâs also exceeded:
Treated Solids: Ba, Pb; Raw Solids: Ba, Be, Cd, Cr; Solidified Solids: Pb,
Sb, As, Be, Cr
29. Observations
Sodium hydroxide, sodium hypochlorite and other proprietary
chemicals used in treatment process at CWT
The concentration of elements in leachate escaping to
groundwater may be attenuated by several factors, including
dilution, adsorption and rate of contaminant transport.
30. Conclusions
KEY POINTS:
Alkali metals (Li, K and Na), alkaline earth metals (Ba, Ca, Mg and Sr)
and a halide (Br) were observed to leach at high concentrations (>
100 mg/kg) from all samples (TS, RS and SS) in different leaching
solutions (EF DDI, EF 4.2, EF 2.9). However, Li and Ba leached at low
concentrations for SS (< 20 mg/kg).
Most of the elements commonly measured in all of the samples
were characteristic of wastewaters from hydraulic fracturing
operations in Marcellus shale.
31. Conclusions
KEY POINTS:
Most transition elements (Be, U, Zr, V, Mo, Co, Ni, Ag, Cd, Hg),
metalloids (Sb, As), and other metals (P, Se) were detected either
below detection limits, at trace levels, or at extremely low
concentrations (< 10 mg/kg) in different leaching solutions in all
samples.
Al, Fe and Mn were extracted at high concentrations (>100 mg/kg)
by EF 2.9 and at extremely low concentrations (<10 mg/kg) in EF DDI
and EF 4.2.
The EOCs leaching from TS and RS in all the leaching solutions were
similar except for SS due to its stabilization with cement kiln dust.
32. Conclusions
Key Points:
EF 2.9 was the most aggressive leaching solution for all samples.
Disposal of residual solids in MSW landfills under mono-disposal
conditions may be a better management practice than disposal
under co-disposal conditions.
33. Significance
Better understanding of these wastes will help environmentally
sound management of residual solids.
The data should prove useful for regulatory authorities in their
efforts to develop specific guidelines for the disposal of residual
solids.
Determine the suitability of the current management practices
and provide a comment on whether the wastes require some form
of treatment prior to their disposal.
35. Disclaimer
This project was funded by the Department of Energy, National Energy Technology Laboratory, an
agency of the United States Government, through a support contract with URS Energy
&Construction, Inc. Neither the United States Government nor any agency thereof, nor any of
their employees, nor URS Energy & Construction, Inc., nor any of their employees, makes any
warranty, expressed or implied, or assumes any legal liability or responsibility for the accuracy,
completeness, or usefulness of any information, apparatus, product, or process disclosed, or
represents that its use would not infringe privately owned rights. Reference herein to any specific
commercial product, process, or service by trade name, trademark, manufacturer, or otherwise,
does not necessarily constitute or imply its endorsement, recommendation, or favoring by the
United States Government or any agency thereof. The views and opinions of authors expressed
herein do not necessarily state or reflect those of the United States Government or any agency
thereof.