1
PREDICTIVE MODELING OF PRODUCED WATER Thirty-five horizontal Marcellus Formaon compleons that have been in producon since at least the second half of 2010 (2010-2) were selected. The spaal distribuon of the wells provides sufficient coverage throughout the play (Figure 5). For each of the reporng periods, five (5) independent variables were considered: (1) producon me (days); (2) esmated ulmate recovery (Bcf); (3) longitude (dd); (4) latude (dd); and (5) gas flow (Mcf). In this case, the dependent variable is produced water output (bbls/day). Prior to execung the mulple regression analysis, simple linear regression analyses were completed and normalizing data transformaons were applied to improve the goodness-of-fit between variables. Stepwise regression was then completed using SPSS v. 21 and it was found that the most important predictor variables were producon me, latude, and longitude. It should be noted that some spaal autocorrelaon is expected in the dataset as evidenced by the importance of latude and longitude. This is ancipated with most geological datasets. Table 1 summarizes the results of the regression analysis. Figure 6 compares observed to expected outcomes for the regression model. To simulate future produced water trends, well drilling acvies were forecasted by first subdividing the likely footprint of the Marcellus Formaon play into one (1) square-mile drilling units. The boundaries of the play were approximately defined to the south by the Allegheny structural front and the southern border of the state, to the east by the extent of drilling thus far, to the west by the western border of the state, and to the north by the 3,000-foot structural contour of the Marcellus Formaon base and the northern border of the state. It was assumed that within this footprint, urban areas and drilling units with greater than 33% of their area comprised by the floodplain would not be developed. Drilling unit dimensions are 3,000 feet by 9,000 feet with the long axis oriented NW-SE along the trend of the J-2 joint set. Next, the number of wells drilled on each unit was determined and the map of the play was color-coded (Figure 7). Assuming wastewater management trends remain consistent with those observed during the last half of 2012 and the first half of 2013, it is possible to use the model to determine what volumes of produced water are expected for each waste stream (Figure 10). Applicaons include injecon well disposal network planning, treatment infrastructure development, and recycling infrastructure development. It was assumed that eight (8) wells would be drilled on each available unit and that units already containing 8 or more wells were complete. To model future development, available well locaons were assigned random numbers and selected using Microsoſt Excel’s random number generator funcon. An aggressive development schedule of approximately 3,000 new wells drilled per year was assumed. Coordinates for new wells were either chosen as the mean center of the drilling unit (for drilling units with no development to date) or the average of the coordinates for exisng wells on the unit. The drilling simulaon was terminated aſter 30 years. Using the predictor variables from the mulple regression analysis, produced water outputs were calculated for all acve wells as determined by the simulaon. Output rates were modeled as a connuous logarithmic funcon and converted to volumes by mulplying by the number of days in producon. For the simulaon, it was assumed that Model results were calibrated by comparing the different simulaons to actual produced water volumes generated between 2010 and 2012. It was found that the 50% LPL and 75% LPL bracketed the actual data most closely. An early peak is recognized due to the significant increase in wells coming on-line at one me, i.e., roughly 1,000 inacve status wells in addion to 3,000 newly drilled wells. The flowback signature, which is most notable during the first year of producon, results in this peak. Aſter all the inacve status wells are brought on-line, produced water volumes decrease then slowly increase again unl leveling off in 2034. Comparisons to current approximate disposal well capacity in the state and the demand for base fluid considering the simulated drilling schedule were also made (Figure 9). Disposal well capacity was esmated by calculang the average maximum injecon rate for Model (Constant) Producon Time Longitude (dd) Latude (dd) Unstandardized Coefficients Standardized Coefficients Collinearity Stascs R Square Adjusted R Square t Sig. R VIF Beta B Std. Error 5 a. Dependent Variable: Produced Water Output (bbl/day) -529.868 -1.249 72.646 60.094 66.795 0.089 8.672 8.332 -0.679 0.891 0.760 -7.933 -13.978 8.377 7.213 1.044 5.009 4.918 0.731 0.535 0.528 0.000 0.000 0.000 0.000 10 8 6 4 2 0 10 8 6 4 2 0 Tr ansformed Observied all wells came on-line immediately and were produced 365 days per year. The inacve wells in the state were incrementally brought on-line over the first five (5) years of the simulaon. It was also assumed that wells would be plugged and abandoned aſter 20 years and that no wells would be re-smulated. Different modeling runs were completed to assess uncertainty: (1) base case, (2) 95% LCL, (3) 75% LPL, and (4) 50% LPL (Figure 8). all wells currently operang or in the process of being permied. Base fluid demand was esmated by assuming 4,000,0000 gallons of water would be required to smulate each well in the simulaon. It should be noted that the logiscs and technical consideraons related to recycling base fluid are not contemplated as part of this study. Addionally, the logiscs associated with disposal at deep injecon well sites were not evaluated either. Proximity to available sites and water quality are two factors that would influence how readily flowback and produced waters could connue to be used for future smulaons. Proximity to disposal well locaons is an important variable for determining the economics of deep well injecon. 7,000,000,000 6,000,000,000 5,000,000,000 4,000,000,000 3,000,000,000 1,000,000,000 0 0 1000 2000 3000 4000 5000 6000 7000 8000 Time (days) Produced Water V olume For 3,000 Wells (gallons) 75% PL Model 50% PL Model 95% LCL Model Base Case Model 2,000,000,000 INJECTION DISPOSAL WELL (billion gallons) CENTRALIZED TREATMENT PLANT (billion gallons) REUSE OTHER THAN ROAD SPREADING (billion gallons) PENDING DISPOSAL OR REUSE (billion gallons) 0.31 0.31 0.41 0.41 1.65 1.65 0.04 0.04 0.51 0.51 0.68 0.68 2.74 2.74 0.07 0.07 0 1 2 3 4 5 6 7 >7 ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( ! ( Transformed Expected Base Fluid Demand Produced Water: 75% LPL (Most Likely) Produced Water: 50% LPL (Most Likely) Produced Water Volume: 95% LCL Produced Water Volume: Base Case PA Disposal Well Capacity (2014) Reported Data (2010- 2012) Time (Year) 2005 2010 2015 2020 2025 2030 2035 2040 2045 0 12,000,000,000 10,000,000,000 8,000,000,000 6,000,000,000 4,000,000,000 2,000,000,000 Produced Water V olume (gallons) 14,000,000,000 Sources: PADEP, 2013, oil & gas producon reports, hps://www.paoilandgasreporng.state.pa.us/publicreports/Modules/Welcome/Welcome.aspx, accessed December 2013 Schmid, K., 2013, Personal Communicaon Figure 5 – Spaal distribuon of wells used to develop regression model. Table 1 – Results of stepwise mulple regression modeling conducted in SPSS v. 21. Figure 6 – Comparison of transformed observed values to transformed expected values. Figure 7 – Spaal distribuon of hypothecal Marcellus Formaon drilling units in Pennsylvania. Inset map depicts Bradford, Sullivan, Susquehanna, and Wyoming counes. Figure 8 – 20-year produced water output simulaon for wells drilled during first year of the simulaon. Several scenarios were modeled in addion to the base case model. Figure 9 – 30-year projecons for produced water generaon compared to current Pennsylvania disposal well capacity and base fluid demand. Base fluid demand assumes each new well will require 4,000,000 gallons of water to smulate. Actual produced water generaon depicted for 2010 through 2012. Figure 10 – Predicted waste stream volumes in billion gallons based on present-day waste handling strategies. Analyses are based on 75% LPL and 50% LPL models, respecvely. Mulple regression analysis and drilling simulaon predicts volumes will plateau at 2.4 and 4.0 billion gallons, respecvely, in 2034. Figure 1 – Marcellus Formaon producon (Mcf/day) from new wells as funcon of reporng period compared to number of wells that came on-line during each period. Figure 4– Produced water management trends for waste generated at single wells on a pad during the second half of 2012 and first half of 2013 (PADEP, 2013). Figure 3– Cumulave produced water volumes (Bbls) from single wells on a pad through the second half of 2012 and first half of 2013 (PADEP, 2013). Figure 2– Cumulave producon from Marcellus Formaon producon (Mcf) through the second half of 2012 and first half of 2013 (PADEP, 2013). 2012 2013 2013 2012 2012 2013 Wells Per Drilling Unit 75% LPL 50% LPL 70.1% 70.1% 0.1% 12.9% 12.9% 17.0% 17.0% INJECTION DISPOSAL WELL CENTRALIZED TREATMENT PLANT REUSE OTHER THAN ROAD SPREADING PENDING DISPOSAL OR REUSE 67.3% 67.3% 16.8% 16.8% 12.5% 12.5% 3.4% ! ! ! ! ! ! Z ! ! ! ! ! ! Z Data Sources: DEP, ESRI Z PA Capital ! Major Cies Total Barrels (Bbl) < 5,000 5,000 - 10,000 10,000 - 25,000 25,000 - 50,000 50,000 - 100,000 100,000 - 150,000 150,000 - 300,000 300,000 - 600,000 600,000 - 1,000,000 > 1,000,000 Erie Erie Pisburgh Pisburgh Williamsport Williamsport Scranton Scranton Harrisburg Harrisburg Philadelphia Philadelphia Erie Erie Pisburgh Pisburgh Williamsport Williamsport Scranton Scranton Harrisburg Harrisburg Philadelphia Philadelphia Since the start of the shale gas boom in Pennsylvania, there has been considerable debate regarding both the volume of recoverable gas and produced water associated with the Marcellus Formaon and other domesc hydrocarbon-bearing shale formaons. PADEP’s Bureau of Oil and Gas Planning and Program Management has tallied the cumulave and semi-annual gas producon data for all Marcellus Formaon gas wells that have been on-line since 2005. The producon data were downloaded and subsequently analyzed to determine when the wells first came on-line in order to allow new well producon to be disnguished from exisng well producon. This analysis assists in determining if more recent drilling and smulaon pracces are increasing gas yields at wells. Produced water trends were also assessed for a subset of the wells in order to develop a predicve tool for informing future waste management pracces. As the field matures, drilling rates will plateau and then decline, but produced water volumes are expected to increase for some me. A reducon in drilling renders the recycling opon less viable, making it important to consider alternaves for waters known to contain very high dissolved solids, including barium, in addion to radionuclides. Data were mapped using a Geographic Informaon System (GIS) to develop a model for beer understanding shale gas development in Pennsylvania. ABSTRACT GAS PRODUCTION & PRODUCED WATER CONCLUSION Gas producon and produced water trends have been evaluated for the Marcellus Formaon in Pennsylvania. Gas producon data suggest increasing efficiency of resource development as a funcon of me, with the greatest quanes of gas having been extracted in the two core areas of development in northeastern and southwestern Pennsylvania. A waste stream assessment shows that the majority of produced water is now being recycled, mostly as base fluid for hydraulic fracturing operaons. In comparing the spaal distribuon of cumulave gas producon to cumulave waste producon, it has generally been noted that higher volumes of gas inversely correlate with produced water volumes. It is postulated that more produced water may be present in the Marcellus Formaon moving away from the Allegheny structural front, perhaps due to changes in the character of the formaon related to post-deposional processes. A mulple regression model aimed at predicng produced fluid volumes over me was developed. A stepwise analysis was used and idenfied regressor variables include me in producon, latude, and longitude. The model was used to predict produced water volume as a funcon of me and results suggest that the volume of wastewater generated will be less than the volume needed for smulaon base fluid. The predicve model may be useful for developing future effecve wastewater management strategies, although refinement may be necessary as more data become available. USING GAS PRODUCTION AND PRODUCED WATER TRENDS TO EXPLORE MARCELLUS FORMATION DEVELOPMENT IN PENNSYLVANIA Stewart Beae, GIS/Informaon Specialist, Seth Pelepko, P.G., Subsurface Acvies Secon Chief and Harry Wise, P.G., Subsurface Acvies Secon PADEP, Bureau of Oil and Gas Planning & Program Management Annual and semi-annual producon and waste reports compiled by PADEP’s Bureau of Oil and Gas Planning and Program Management were downloaded from the reporng website. The data were compiled in Excel spreadsheets. Next, the dataset was cross-referenced with the Oil and Gas Well Formaon Report database, which allowed data to be selected for wells targeng only the Marcellus Formaon. Once the Marcellus Formaon wells were isolated, the cumulave producon and produced water were tabulated for the period beginning in 2005 and ending in the first half of 2013 (2013-1). Producon in thousand cubic feet per day (Mcf/day) was analyzed as a funcon of me for only the new wells that came on-line during each reporng period. The data indicate that producon rates have connued to increase during each subsequent reporng period (Figure 1). For produced water, since one objecve of the analysis was to determine how much waste is produced by individual wells, data were limited to single wells on a pad, thus eliminang the effect of averaging in the dataset. Cumulave producon and produced water for the Marcellus Formaon wells for the second half of 2012 (2012-2) and 2013-1 were ploed using ArcGIS soſtware. Data were contoured using the natural neighbor algorithm and clipped to a merged buffer of 2.5 miles around each well site to provide a sense of how the shale play is being drained and to examine for any spaal trends with regard to produced water volumes (Figures 2 and 3). Finally, waste management trends were also summarized for the same group of wells during those reporng periods (Figure 4) (Schmid, personal communicaon, 2013). ! ! ! ! ! ! Z ! ! ! ! ! ! Z Data Sources: DEP, ESRI Z PA Capital ! Major Cies Total MCF < 50,000 50,000 - 250,000 250,000 - 500,000 500,000 - 1,000,000 1,000,000 - 2,500,000 2,500,000 - 5,000,000 5,000,000 - 10,000,000 10,000,000 - 15,000,000 15,000,000 - 20,000,000 > 20,000,000 Erie Erie Pisburgh Pisburgh Williamsport Williamsport Scranton Scranton Harrisburg Harrisburg Philadelphia Philadelphia Erie Erie Pisburgh Pisburgh Williamsport Williamsport Scranton Scranton Harrisburg Harrisburg Philadelphia Philadelphia Efficiency (Mcf/Day) Number of New Wells 6,000 5,000 4,000 3,000 2,000 1,000 0 2005-0 2006-0 2007-0 2008-0 2009-0 2010-1 2010-2 2011-1 2011-2 2012-1 2012-2 2013-1 50 7 65 106 303 1,101 1,920 3,200 3,466 3,400 3,884 3,960 5,076 8 46 98 272 320 359 404 644 639 694 663

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Page 1: DEVELOPMENT IN PENNSYLVANIAcrawler.dep.state.pa.us/OilGas/BOGM/BOGMPortalFiles/Annual_Repo… · include injection well disposal network planning, treatment infrastructure development,

PREDICTIVE MODELING OF PRODUCED WATERThirty-five horizontal Marcellus Formation completions that have been in production since at least the second half of 2010 (2010-2) were selected. The spatial distribution of the wells provides sufficient coverage throughout the play (Figure 5).

For each of the reporting periods, five (5) independent variables were considered: (1) production time (days); (2) estimated ultimate recovery (Bcf); (3) longitude (dd); (4) latitude (dd); and (5) gas flow (Mcf). In this case, the dependent variable is produced water output (bbls/day). Prior to executing the multiple regression analysis, simple linear regression analyses were completed and normalizing data transformations were applied to improve the goodness-of-fit between variables. Stepwise regression was then completed using SPSS v. 21 and it was found that the most important predictor variables were production time, latitude, and longitude. It should be noted that some spatial autocorrelation is expected in the dataset as evidenced by the importance of latitude and longitude. This is anticipated with most geological datasets. Table 1 summarizes the results of the regression analysis. Figure 6 compares observed to expected outcomes for the regression model.

To simulate future produced water trends, well drilling activities were forecasted by first subdividing the likely footprint of the Marcellus Formation play into one (1) square-mile drilling units. The boundaries of the play were approximately defined to the south by the Allegheny structural front and the southern border of the state, to the east by the extent of drilling thus far, to the west by the western border of the state, and to the north by the 3,000-foot structural contour of the Marcellus Formation base and the northern border of the state. It was assumed that within this footprint, urban areas and drilling units with greater than 33% of their area comprised by the floodplain would not be developed. Drilling unit dimensions are 3,000 feet by 9,000 feet with the long axis oriented NW-SE along the trend of the J-2 joint set. Next, the number of wells drilled on each unit was determined and the map of the play was color-coded (Figure 7).

Assuming wastewater management trends remain consistent with those observed during the last half of 2012 and the first half of 2013, it is possible to use the model to determine what volumes of produced water are expected for each waste stream (Figure 10). Applications include injection well disposal network planning, treatment infrastructure development, and recycling infrastructure development.

It was assumed that eight (8) wells would be drilled on each available unit and that units already containing 8 or more wells were complete. To model future development, available well locations were assigned random numbers and selected using Microsoft Excel’s random number generator function. An aggressive development schedule of approximately 3,000 new wells drilled per year was assumed. Coordinates for new wells were either chosen as the mean center of the drilling unit (for drilling units with no development to date) or the average of the coordinates for existing wells on the unit. The drilling simulation was terminated after 30 years.

Using the predictor variables from the multiple regression analysis, produced water outputs were calculated for all active wells as determined by the simulation. Output rates were modeled as a continuous logarithmic function and converted to volumes by multiplying by the number of days in production. For the simulation, it was assumed that

Model results were calibrated by comparing the different simulations to actual produced water volumes generated between 2010 and 2012. It was found that the 50% LPL and 75% LPL bracketed the actual data most closely. An early peak is recognized due to the significant increase in wells coming on-line at one time, i.e., roughly 1,000 inactive status wells in addition to 3,000 newly drilled wells. The flowback signature, which is most notable during the first year of production, results in this peak. After all the inactive status wells are brought on-line, produced water volumes decrease then slowly increase again until leveling off in 2034. Comparisons to current approximate disposal well capacity in the state and the demand for base fluid considering the simulated drilling schedule were also made (Figure 9). Disposal well capacity was estimated by calculating the average maximum injection rate for

Model

(Constant)Production TimeLongitude (dd)Latitude (dd)

UnstandardizedCoefficients

StandardizedCoefficients

CollinearityStatistics R

SquareAdjustedR Squaret Sig. R

VIFBetaB Std. Error5

a. Dependent Variable: Produced Water Output (bbl/day)

-529.868-1.24972.64660.094

66.7950.0898.6728.332

-0.6790.8910.760

-7.933-13.978

8.3777.213

1.0445.0094.918

0.731 0.535 0.528

0.0000.0000.0000.000

10

8

6

4

2

01086420

Tran

sfor

med

Obs

ervi

ed

all wells came on-line immediately and were produced 365 days per year. The inactive wells in the state were incrementally brought on-line over the first five (5) years of the simulation. It was also assumed that wells would be plugged and abandoned after 20 years and that no wells would be re-stimulated. Different modeling runs were completed to assess uncertainty: (1) base case, (2) 95% LCL, (3) 75% LPL, and (4) 50% LPL (Figure 8).

all wells currently operating or in the process of being permitted. Base fluid demand was estimated by assuming 4,000,0000 gallons of water would be required to stimulate each well in the simulation. It should be noted that the logistics and technical considerations related to recycling base fluid are not contemplated as part of this study. Additionally, the logistics associated with disposal at deep injection well sites were not evaluated either. Proximity to available sites and water quality are two factors that would influence how readily flowback and produced waters could continue to be used for future stimulations. Proximity to disposal well locations is an important variable for determining the economics of deep well injection.

7,000,000,000

6,000,000,000

5,000,000,000

4,000,000,000

3,000,000,000

1,000,000,000

00 1000 2000 3000 4000 5000 6000 7000 8000

Time (days)

Prod

uced

Wat

er V

olum

e Fo

r 3,0

00 W

ells

(gal

lons

)

75% PL Model

50% PL Model

95% LCL Model

Base Case Model

2,000,000,000

INJECTION DISPOSAL WELL (billion gallons)CENTRALIZED TREATMENT PLANT (billion gallons)REUSE OTHER THAN ROAD SPREADING(billion gallons)PENDING DISPOSAL OR REUSE (billiongallons)

0.310.310.410.41

1.651.65

0.040.04

0.510.510.680.68

2.742.74

0.070.07

0 1 2 3 4 5 6 7 >7

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Transformed Expected

Base Fluid Demand

Produced Water: 75%LPL (Most Likely)

Produced Water: 50%LPL (Most Likely)

Produced WaterVolume: 95% LCL

Produced WaterVolume: Base Case

PA Disposal WellCapacity (2014)

Reported Data (2010-2012)

Time (Year)2005 2010 2015 2020 2025 2030 2035 2040 2045

0

12,000,000,000

10,000,000,000

8,000,000,000

6,000,000,000

4,000,000,000

2,000,000,000

Prod

uced

Wat

er V

olum

e (g

allo

ns)

14,000,000,000

Sources: PADEP, 2013, oil & gas production reports, https://www.paoilandgasreporting.state.pa.us/publicreports/Modules/Welcome/Welcome.aspx, accessed December 2013 Schmid, K., 2013, Personal Communication

Figure 5 – Spatial distribution of wells used to develop regression model.

Table 1 – Results of stepwise multiple regression modeling conducted in SPSS v. 21.

Figure 6 – Comparison of transformed observed values to transformed expected values.

Figure 7 – Spatial distribution of hypothetical Marcellus Formation drilling units in Pennsylvania. Inset map depicts Bradford, Sullivan, Susquehanna, and Wyoming counties.

Figure 8 – 20-year produced water output simulation for wells drilled during first year of the simulation. Several scenarios were modeled in addition to the base case model.

Figure 9 – 30-year projections for produced water generation compared to current Pennsylvania disposal well capacity and base fluid demand. Base fluid demand assumes each new well will require 4,000,000 gallons of water to stimulate. Actual produced water generation depicted for 2010 through 2012.

Figure 10 – Predicted waste stream volumes in billion gallons based on present-day waste handling strategies. Analyses are based on 75% LPL and 50% LPL models, respectively. Multiple regression analysis and drilling simulation predicts volumes will plateau at 2.4 and 4.0 billion gallons, respectively, in 2034.

Figure 1 – Marcellus Formation production (Mcf/day) from new wells as function of reporting period compared to number of wells that came on-line during each period.

Figure 4– Produced water management trends for waste generated at single wells on a pad during the second half of 2012 and first half of 2013 (PADEP, 2013).

Figure 3– Cumulative produced water volumes (Bbls) from single wells on a pad through the second half of 2012 and first half of 2013 (PADEP, 2013).

Figure 2– Cumulative production from Marcellus Formation production (Mcf) through the second half of 2012 and first half of 2013 (PADEP, 2013).

2012

2013

2013

2012

2012

2013

Wells Per Drilling Unit

75% LPL 50% LPL

70.1%70.1%

0.1%

12.9%12.9%17.0%17.0%

INJECTION DISPOSAL WELLCENTRALIZED TREATMENT PLANTREUSE OTHER THAN ROAD SPREADINGPENDING DISPOSAL OR REUSE

67.3%67.3%16.8%16.8%

12.5%12.5%

3.4%

!

!

!

!

!

!Z

!

!

!

!

!

!Z

Data Sources: DEP, ESRI

Z PA Capital! Major Cities

Total Barrels (Bbl)< 5,0005,000 - 10,00010,000 - 25,00025,000 - 50,00050,000 - 100,000100,000 - 150,000150,000 - 300,000300,000 - 600,000600,000 - 1,000,000> 1,000,000

ErieErie

PittsburghPittsburgh

WilliamsportWilliamsport

ScrantonScranton

HarrisburgHarrisburg

PhiladelphiaPhiladelphia

ErieErie

PittsburghPittsburgh

WilliamsportWilliamsport

ScrantonScranton

HarrisburgHarrisburg

PhiladelphiaPhiladelphia

Since the start of the shale gas boom in Pennsylvania, there has been considerable debate regarding both the volume of recoverable gas and produced water associated with the Marcellus Formation and other domestic hydrocarbon-bearing shale formations. PADEP’s Bureau of Oil and Gas Planning and Program Management has tallied the cumulative and semi-annual gas production data for all Marcellus Formation gas wells that have been on-line since 2005. The production data were downloaded and subsequently analyzed to determine when the wells first came on-line in order to allow new well production to be distinguished from existing well production. This analysis assists in determining if more recent drilling and stimulation practices are increasing gas yields at wells.

Produced water trends were also assessed for a subset of the wells in order to develop a predictive tool for informing future waste management practices. As the field matures, drilling rates will plateau and then decline, but produced water volumes are expected to increase for some time. A reduction in drilling renders the recycling option less viable, making it important to consider alternatives for waters known to contain very high dissolved solids, including barium, in addition to radionuclides. Data were mapped using a Geographic Information System (GIS) to develop a model for better understanding shale gas development in Pennsylvania.

ABSTRACT

GAS PRODUCTION & PRODUCED WATER

CONCLUSIONGas production and produced water trends have been evaluated for the Marcellus Formation in Pennsylvania. Gas production data suggest increasing efficiency of resource development as a function of time, with the greatest quantities of gas having been extracted in the two core areas of development in northeastern and southwestern Pennsylvania. A waste stream assessment shows that the majority of produced water is now being recycled, mostly as base fluid for hydraulic fracturing operations. In comparing the spatial distribution of cumulative gas production to cumulative waste production, it has generally been noted that higher volumes of gas inversely correlate with produced water volumes. It is postulated that more produced water may be present in the Marcellus Formation moving away from the Allegheny structural front, perhaps due to changes in the character of the formation related to post-depositional processes.

A multiple regression model aimed at predicting produced fluid volumes over time was developed. A stepwise analysis was used and identified regressor variables include time in production, latitude, and longitude. The model was used to predict produced water volume as a function of time and results suggest that the volume of wastewater generated will be less than the volume needed for stimulation base fluid. The predictive model may be useful for developing future effective wastewater management strategies, although refinement may be necessary as more data become available.

USING GAS PRODUCTION AND PRODUCED WATER TRENDS TO EXPLORE MARCELLUS FORMATION DEVELOPMENT IN PENNSYLVANIA

Stewart Beattie, GIS/Information Specialist, Seth Pelepko, P.G., Subsurface Activities Section Chief and Harry Wise, P.G., Subsurface Activities Section PADEP, Bureau of Oil and Gas Planning & Program Management

Annual and semi-annual production and waste reports compiled by PADEP’s Bureau of Oil and Gas Planning and Program Management were downloaded from the reporting website. The data were compiled in Excel spreadsheets. Next, the dataset was cross-referenced with the Oil and Gas Well Formation Report database, which allowed data to be selected for wells targeting only the Marcellus Formation. Once the Marcellus Formation wells were isolated, the cumulative production and produced water were tabulated for the period beginning in 2005 and ending in the first half of 2013 (2013-1). Production in thousand cubic feet per day (Mcf/day) was analyzed as a function of time for only the new wells that came on-line during each reporting period. The data indicate that production rates have continued to increase during each subsequent reporting period (Figure 1).

For produced water, since one objective of the analysis was to determine how much waste is produced by individual wells, data were limited to single wells on a pad, thus eliminating the effect of averagingin the dataset. Cumulative production and produced water for the Marcellus Formation wells for the second half of 2012 (2012-2) and 2013-1 were plotted using ArcGIS software. Data were contoured using the natural neighbor algorithm and clipped to a merged buffer of 2.5 miles around each well site to provide a sense of how the shale play is being drained and to examine for any spatial trends with regard to produced water volumes (Figures 2 and 3). Finally, waste management trends were also summarized for the same group of wells during those reporting periods (Figure 4) (Schmid, personal communication, 2013).

!

!

!

!

!

!Z

!

!

!

!

!

!Z

Data Sources: DEP, ESRI

Z PA Capital! Major Cities

Total MCF< 50,00050,000 - 250,000250,000 - 500,000500,000 - 1,000,0001,000,000 - 2,500,0002,500,000 - 5,000,0005,000,000 - 10,000,00010,000,000 - 15,000,00015,000,000 - 20,000,000> 20,000,000

ErieErie

PittsburghPittsburgh

WilliamsportWilliamsport

ScrantonScranton

HarrisburgHarrisburg

PhiladelphiaPhiladelphia

ErieErie

PittsburghPittsburgh

WilliamsportWilliamsport

ScrantonScranton

HarrisburgHarrisburg

PhiladelphiaPhiladelphia

Efficiency (Mcf/Day)

Number of New Wells

6,000

5,000

4,000

3,000

2,000

1,000

02005-0 2006-0 2007-0 2008-0 2009-0 2010-1 2010-2 2011-1 2011-2 2012-1 2012-2 2013-1

50

765 106

303

1,101

1,920

3,2003,466 3,400

3,884 3,960

5,076

8 4698 272 320 359 404

644 639 694 663