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Produced Water | Session IX - Hayes
1. Shale Gas Water Modeling
and Sustainability Planning
Atlantic Council
Produced Water Workshop
Washington D.C.
June 24-25, 2013
Tom Hayes
Environmental Engineering
Gas Technology Institute
2. 22
An Assertion
The sustainable production of energy from shale gas
wells is dependent on the economics and environmental
impact of water and solid waste management.
3. 33
Today’s Discussion
Variable and Complex Nature of Shale Gas Industry
Operations
Large Opex Expenditures Involved in Movement of
Water and Wastes
Life Cycle Modeling Tracks Rollups of Large Mass
Flows and Offers Capability to Predict Future
Challenges and Solutions
Examples of Year By Year Variable Flows of Water,
Salts and Solid Waste
Future Outlook: Life Cycle Analysis Importance to
Sustainability Planning
4. 44
Nature of the Shale Gas Industry:
Dynamic – Not Steady State
Not like Brick and Mortar Factories
Total Life Cycle of Development Areas: 30 to 50 yrs
Substantial Year-by-year changes:
Numbers of wells drilled (ramp up/plateau/ramp down)
Perturbations in pace of development (e.g. var rig counts)
Changing Water and Solid Waste Outputs
Changing Regional Demands Year by Year
Water
Transportation
Infrastructure
5. 55
Variable Annual Impacts
Demand for fresh water
Water storage footprint
Transportation of water
Truck Traffic
Air Emissions
Carbon Footprint
Road Wear & Damage
Noise
Wildlife
Well Field Air Emissions (Very Transient)
VOC Emissions from hydraulic fracturing sites.
MACT Emissions from On-Site Diesels
6. 66
Potential Regional Constraints
to Shale Gas Development
Droughts (e.g. Barnett, Eagle Ford, Western Shale Gas
Plays)
Need: > 4 MG per horizontal well completion
Water sourcing often competes with community
supplies
Lack of Class II well disposal for brines (e.g. Marcellus,
Western Shale Gas Plays)
Increases transportation distances and costs
Perceived & Real Environmental Impacts
Increased Regulatory Pressures
Watershed allocations of water
USEPA: VOC Issues / Fracking Impacts
7. 7
Water Based Life Cycle Model
Tracking of a Dynamic System
Brine Generation
Solid Waste Output
Salt Output
Environ Impacts
Water Demands
Data-Driven Decisions
for Improved
Long Term Planning
Water Based Life
Cycle Model
Useful Projections
Flowback and PW
Generation and
Characteristics
Well Drilling &
HF Schedules
Water Reuse
Opportunities
Water Treatment
& Disposal
Options
Uncertainties
& Real Time Data
Analysis
8. 88
Life Cycle Analysis
• Purpose: Examine long term (30+ years) water
management strategies for a development area.
• Approach: Use field data (from more than 25 well
locations) and current management practices to
project water reuse capacity, water generation, salt
generation, solid waste output and salt concentration
profiles
• Spreadsheet Model was developed to simulate year by
year water and solid waste flows & characteristics
through the life cycle of a development area
10. 1010
Typical Flowback Water Characteristics
0
50000
100000
150000
200000
0 20 40 60 80 100
Days from Hydraulic Fracture Event
Flowback Water Total Dissolved Solids, mg/l
1000
0
3000
AveFlow*intheInterval,Bbl/d
200014 - 90 Day
Interval
•Average Daily Flow of the Flowback Water Output within Each Interval
11. 1111
Example Run of the Model
More than 30 Data Inputs
Base case assumed:
• County size development area
• 300 Well Fields, 16 Wells/Field 4800 wells,
• Completion + 3 refractures per well (3 yr spacing)
• 33% Reuse Water/ Total Fracture Volume
• Ave PW generation = 7 bbl/d
Results:
• Cross Over starts going critical in year 12
• Logistical difficulty with reuse in about a decade
12. 1212
Water-based Life Cycle (Marcellus Shale)
Crossover
Point
Good Level of
Water Reuse
Opportunities
Diminished
Water Reuse
Opportunities
2/3 of salt output
13. 13
0
100
200
300
400
500
600
700
800
0 10 20 30 40 50
CumulativeBarrels(million)
Years
Flowback + Produced Water (Cumulative Volumes)
3 Refractures
2 Refractures
1 Refracture
0 Refractures
Cumulative Water Output from a
Development Area
Shaded Area = Post Crossover
15. 15
Annual Solid Waste Output from a
Development Area
Residential Solid Waste
Generation from Ave
PA County
LF Planning Issue?
16. 1616
GTI Life Cycle Analysis Model
Addresses Multiple Dynamic Issues
Flowback and Produced Water Management
Timing of Issues and Required Changes in Water
Management
Predicting Regional Infrastructure Required to
Support Shale Gas Industry Growth
Road Wear / Traffic
Landfill Capacity Plans and Alternative Solutions
Regional Environmental Impact in Future Years
Wellfield Emissions: VOC / GHG / NOx
Transportation Impacts: MACT
Other Environmental Impacts
17. 1717
GTI Life Cycle Model
Development Continues
Customized Database Management for Flowback and
Produced Water Management
GIS Positioning Data Inputs
VOC Data Management, Forecasts of Emissions and
Atmospheric Model Interface
Wellfield Gas Generation Data vs. Time
Probabilistic Analysis to Manage Data Limitations,
Uncertainties, and Risk.
Multi-client program. Seeking cooperators/supporters.
18. 1818
Summary
Shale Gas: Dynamic - Not Steady State
There Are Substantial Year-by-year changes:
Numbers of wells drilled (ramp up/plateau/ramp down)
Non-steady pace of development (e.g. var rig counts)
There are Changing Water & Solid Waste Outputs
Regional Demands Change from Year to Year
Water / Transportation / Infrastructure / Landfills
GTI’s Life Cycle Model is Data Driven, and an Effective
Decision Tool to Improve Planning for Sustainable
Shale Gas Development - Valuable to Industry,
Policy Makers, and Regional Planners.
19. Thank You
Tom Hayes
Environmental Engineering
Gas Technology Institute
847-768-0722
Tom.hayes@gastechnology.org
Trevor Smith
Business Development
Gas Technology Institute
847-768-0795
Trevor.smith@gastechnology.org
Editor's Notes
Good morning, my name is Trevor Smith and I am the Program Manager at GTI, looking at new technologies that can improve the sustainability of unconventional gas development. When we look at sustainability and shale gas development, a principle resistance to the development of these resources is the perceived long-term environmental impacts, particularly hydraulic fracturing and the management of waste streams. What is missing is effective assurance of life cycle management strategies for water and waste streams in a manner that provide assurance of sustainable economics and protection of human health and the environment.
Our focus in this space is to ensure the stability of water supply and the acceptable management of water and solid waste streams.If there is a risk of a fatal flaw in the sustainable development of shale gas, we think it is the management of brines, salt, and solid waste.I don’t know how many of you are familiar with the processes involved with water management.So I want to provide some basic context before I get the point of presentation.This is the poster child image of the industry.Lot’s of land, lots of trucks, an industrial process using a lot of water.It typically takes between 3-5 million gallons of water to frac treat a single horizontal well.
There are environmental impacts that include:These are the source of some of the public angst regarding shale gas development.
This is a computer generated simulation of the geospacial landscape of a shale gas development area.We assumed a 25 mi x 25 mi development area.Each square is an individual 1 mi x 1 mi well field.We assumed a 40% coverage rate and the computer randomly selected the location of the well fields.We attempted to choose representative but conservative assumptions.
New Figure 3. Salt Concentration and Flowback Water Flow Versus Time from Location B.
Ourbase case included 30 data inputsWe assumed 4800 wells in the development area, 3 refracs per well, and that 33% of the total frac volume would be reused water. Simple month-by-month rollup computations showed that the annual generation and quality of water to be handled as well as annual output of solid waste (including drilling waste) becomes highly dynamic --- constantly increasing and decreasing each year. The results showed that water reuse is a finite water management solution.
Waters start to have significantly higher TDS levels because they become dominated by produced water from the formation rather than the frac fluids.When reuse capacity is exceeded by the generation of flowback and produced water brines (the crossover point), reuse opportunities decrease and become scarcer and the need for non-reuse options for brine disposal become increasingly important. GTI’s model also showed that much of the water flow and more than two thirds of the salt output occurs in the last half of the life of a development area, posing significant potential challenges to economic and environmental sustainability.
Cumulative Water Generation:350 -725 Million barrels of water cumulative depending on the number of refractures performed.
14 - 21 Million tons of salt are generated (cumulative) depending on the number of refractures.Remember, this is from one county sized development area.Averaged on an annual basis, one county’s salt generation may be 3 times more than the annual road salt requirement of the entire State of PA.To put these salt volumes into another perspective, taking the low range of 14 million tons of dry salt generated during the life cycle of this development area would fill over 100 football field sized pits to a depth of30 feet each.Between 5 and 6 football field sized pits would be filled each year. Solid waste:Considering the impact of solid waste, the 792 wells drilled and completed in the Marcellus in Pennsylvania in 2010 likely generated 1.4 million tons for the state.Published projections for wells drilled in Pennsylvania in the year 2015 range from 2400 to 2900 and this would be expected to generate 4.2 to 5.1 million tons of solid waste requiring disposal in 2015.Total Pennsylvania state municipal waste is currently about 25 million tons.The implication is that shale development could generate solids waste equivalent to 20% or more of the total current municipal waste.
Solid waste:The total solids generated over the life cycle of this one 25 mile by 25 mile development area is 8.4 million tonsTo put these solid waste volumes into perspective, this 8.4 million tons generated during the life cycle of this development area would fill 65 football field sized pits to a depth of 30 feet each.Between 5 and 6 football field sized pits would be filled each year.Considering the impact across a larger region, the 792 wells drilled and completed in the Marcellus in Pennsylvania in 2010 likely generated 1.4 million tons for the state.Published projections for wells drilled in Pennsylvania in the year 2015 range from 2400 to 2900 and this would be expected to generate 4.2 to 5.1 million tons of solid waste requiring disposal in 2015.Total Pennsylvania state municipal waste is currently about 25 million tons.The implication is that shale development could generate solids waste equivalent to 20% or more of the total current municipal waste.