university of split, croatia royal institute of technology, stockholm, sweden

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Risk Conference 2008, Cep Risk Conference 2008, Cep halonia, Greece, 5-7 May halonia, Greece, 5-7 May 1 University of Split, Croatia University of Split, Croatia Royal Institute of Technology, Stockholm, Royal Institute of Technology, Stockholm, Sweden Sweden Hrvoje Gotovac, PhD student Hrvoje Gotovac, PhD student RISK ASSESSMENT RISK ASSESSMENT FROM FROM THE OIL THE OIL WASTE DISPOSAL IN DEEP WELLS WASTE DISPOSAL IN DEEP WELLS by R. Andricevic, H. Gotovac, M. Loncar by R. Andricevic, H. Gotovac, M. Loncar and V. Srzic and V. Srzic

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University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden Hrvoje Gotovac, PhD student RISK ASSESSMENT FROM THE OIL WASTE DISPOSAL IN DEEP WELLS by R. Andricevic, H. Gotovac, M. Loncar and V. Srzic. PRESENTATION. Introduction Computational setup - PowerPoint PPT Presentation

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Page 1: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

Risk Conference 2008, CephaloniRisk Conference 2008, Cephalonia, Greece, 5-7 Maya, Greece, 5-7 May

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University of Split, CroatiaUniversity of Split, Croatia

Royal Institute of Technology, Stockholm, Royal Institute of Technology, Stockholm, SwedenSweden

Hrvoje Gotovac, PhD studentHrvoje Gotovac, PhD student

RISK ASSESSMENT RISK ASSESSMENT FROMFROM THE THE OIL WASTE DISPOSAL IN DEEP OIL WASTE DISPOSAL IN DEEP

WELLSWELLS

by R. Andricevic, H. Gotovac, M. Loncar and by R. Andricevic, H. Gotovac, M. Loncar and

V. SrzicV. Srzic

Page 2: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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PRESENTATIONPRESENTATION

IntroductionIntroduction Computational setupComputational setup Flow and transport analysis of the Flow and transport analysis of the

injected oil waste in deep wellsinjected oil waste in deep wells Risk assessmentRisk assessment of the oil waste of the oil waste

disposal methodology (disposal methodology (exceeding riskexceeding risk)) ConclusionsConclusions

Page 3: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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1. Introduction1. Introduction

Page 4: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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Krovina

Podina

Kontroliranoinjektiranje

smjese

Pružanjefrakture nastale

injektiranjem

Waste injection

Impermeable

cap rock

Waste spreading

Impermeablebed rock

Suitable geological formation prevent wasteSuitable geological formation prevent waste propagationpropagation to the surfaceto the surface with negligiblewith negligible

risk of polluting shallow aquifers

waste disposal in a safe waste disposal in a safe and efficiant mannerand efficiant manner

Page 5: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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Oil waste injection in deep Oil waste injection in deep wellswells

Page 6: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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DEEP WELL INJECTION

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Construction of deepConstruction of deep well well

Pi=95 bar

Q=250-300 l/min

Ph=145 bar

Fracture gradient=1,74 bar/10 m

Injected up to date

150,000 m3

Marl

Sandstone

Page 9: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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2. Computational 2. Computational setupsetup

Page 10: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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Map of the oil field Žutica Map of the oil field Žutica (Croatia)(Croatia)

Page 11: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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Selection of appropriate Selection of appropriate geologic formations for oil geologic formations for oil waste injection in oil field waste injection in oil field

Žutica (Croatia)Žutica (Croatia) 0-500 m (sand and clay layers)0-500 m (sand and clay layers) 500 – 1000 m (sandstone and clay layers)500 – 1000 m (sandstone and clay layers) 1000 – 2500 m (sandstone and marl layers)1000 – 2500 m (sandstone and marl layers) Injection zone is located at depth around Injection zone is located at depth around

2000 (m) and consists of sandstone and 2000 (m) and consists of sandstone and marl layersmarl layers

Page 12: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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Selection of appropriate deep Selection of appropriate deep well for oil waste disposalwell for oil waste disposal

Deep well Žutica – 273 Deep well Žutica – 273 Open holes at 1976-1985 (m), 1994-Open holes at 1976-1985 (m), 1994-

2021 (m) and 2038-2055 (m) 2021 (m) and 2038-2055 (m) Injection fluid density is 1006 – 1020 Injection fluid density is 1006 – 1020

kg/mkg/m33, injection time period is 20 , injection time period is 20 yearyearss and injection capacity is and injection capacity is 30 30 mm33/day/day

Page 13: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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y = 0.7648x - 1.0071

R2 = 0.7492

0

50

100

150

200

250

0 20 40 60 80 100 120 140 160 180 200

kx

ky

Regression between core Regression between core horizontal and vertical horizontal and vertical

permeabilitypermeability

Page 14: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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SSpontaneouspontaneous potential potential

Depthi (m)

Sp

on

tan

ip

ote

nc

ijal

(mV

)

1850 1900 1950 2000 2050 2100 2150-90

-75

-60

-45

-30

-15

0

15

Page 15: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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Injectivity testInjectivity test

260

262

264

266

268

270

272

274

276

278

280

0 100 200 300 400 500 600 700 800 900 1000

Q_injection m^3/day

pre

ss

ure

, b

ar

Page 16: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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3. Flow and 3. Flow and transport transport analysisanalysis

Page 17: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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Stochastic approachStochastic approach Natural variability of the geological Natural variability of the geological

formations as well as lack of the formations as well as lack of the measurementsmeasurements

Results are given in the form of two first Results are given in the form of two first statistical moments: mean and variancestatistical moments: mean and variance

Spectral method, small perturbation Spectral method, small perturbation and Monte-Carlo method and Monte-Carlo method

For highly heterogeneous formations For highly heterogeneous formations and oil waste disposal Monte-Carlo is and oil waste disposal Monte-Carlo is the most powerful and robust method the most powerful and robust method

Page 18: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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Page 19: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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Monte-Carlo method for Monte-Carlo method for analysis of oil waste disposal in analysis of oil waste disposal in

the deep wells the deep wells Measurements (geological, laboratory, core tests, Measurements (geological, laboratory, core tests,

slug tests, surface and deep seismic, slug tests, surface and deep seismic, spontaneous potential, resistance, temperature, spontaneous potential, resistance, temperature, sound, tracer injection,…)sound, tracer injection,…)

Geostatistical analysis of conductivity field and Geostatistical analysis of conductivity field and generation of large number of conditional generation of large number of conditional realizationsrealizations

Flow solution using the conventional finite Flow solution using the conventional finite difference method in the each realization difference method in the each realization (MODFLOW)(MODFLOW)

Page 20: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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Transport solution in the each Transport solution in the each realization (PTRACK)realization (PTRACK)

Tracking large number of particles (200 Tracking large number of particles (200 000)000)

Statistical ensemble averaging over the Statistical ensemble averaging over the whole collection of realizations (100)whole collection of realizations (100)

Results are total mass through top side Results are total mass through top side of the injection zone, displacement and of the injection zone, displacement and concentration field concentration field

Page 21: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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2000

2200

5.056E+06

5.0565E+06

5.057E+06

5.0575E+06

5.058E+06

6.3775E+06

6.378E+06

6.3785E+06

6.379E+06

6.3795E+06

XY

Z

lapor

pjescenjak

INDIKATOR

Geostatistical indicator Geostatistical indicator analysis of sandstone and marl analysis of sandstone and marl

zoneszones

Page 22: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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2000

2200

5.056E+06

5.0565E+06

5.057E+06

5.0575E+06

5.058E+06

6.3775E+06

6.378E+06

6.3785E+06

6.379E+06

6.3795E+06

XY

Z 9E-077E-075E-073E-071E-078E-086E-084E-082E-081.5E-08

K (m/s)

Geostatistical analysis of the Geostatistical analysis of the sandstonesandstone

Page 23: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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2000

2200

5.056E+06

5.0565E+06

5.057E+06

5.0575E+06

5.058E+06

6.3775E+06

6.378E+06

6.3785E+06

6.379E+06

6.3795E+06

XY

Z

6E-093E-091E-099E-107E-105E-103E-102.7E-10

K (m/s)

Geostatistical analysis of the Geostatistical analysis of the marlmarl

Page 24: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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2000

2200

5.056E+06

5.0565E+06

5.057E+06

5.0575E+06

5.058E+06

6.3775E+06

6.378E+06

6.3785E+06

6.379E+06

6.3795E+06

XY

Z9E-075E-071E-075E-081E-085E-091E-095E-102.7E-10

K (m/s)

Final geostatistical analysis of Final geostatistical analysis of the injection zonethe injection zone

Page 25: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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1850

1900

1950

2000

2050

2100

2150

2200

Z

5.0566E+065.0568E+06

5.057E+065.0572E+06

5.0574E+06

6.378E+06

6.3782E+06

6.3784E+06

6.3786E+06

6.3788E+06

X Y

Z

32823153.83025.62897.42769.226412512.82384.62256.42128.22000

ZU -273

TRECA REALIZACIJA

h (m)

Pressure fieldPressure field

Page 26: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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0

0

200002000

Y

Z

X

Frame 001 07 Feb 2007 VELOCITY FIELD IN HETEROGENEOUS POROUS MEDIAFrame 001 07 Feb 2007 VELOCITY FIELD IN HETEROGENEOUS POROUS MEDIA

Velocity field in the one chosen Velocity field in the one chosen realizationrealization

Page 27: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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Page 28: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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t (godine)

F(%

)

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 1000

10

20

30

40

50

60

70

80

90

100

t (godine)

F(%

)

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 1000

10

20

30

40

50

60

70

80

90

100

Z3 = 1850 (m)

Z1 = 1950 (m)

Z2 = 1900 (m)

Fraction of the total mass Fraction of the total mass through horizontal control through horizontal control

planesplanes

Page 29: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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t (godine)

F(%

)

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 1000

10

20

30

40

50

60

70

80

90

100

t (godine)

F(%

)

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 1000

10

20

30

40

50

60

70

80

90

100

d3 = 500 (m)

d1 = 100 (m)

d2 = 300 (m)

Fraction of the total mass Fraction of the total mass through vertical control planesthrough vertical control planes

Page 30: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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Long-term vertical transport Long-term vertical transport analysisanalysis

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4. Risk 4. Risk AssessmentAssessment

Page 32: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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Risk assessment (Risk assessment (exceeding exceeding riskrisk))

PProbability that load “L” on the robability that load “L” on the system exceeding the resistance system exceeding the resistance “R” of the system“R” of the system

)( RLPpr

drdllrfpr

r

l

r

LRr

2

1

2

),(,

drrgldlfp R

r

Lr )()(

Page 33: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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Risk assessment (exceeding Risk assessment (exceeding risk)risk)

L - vertical spreading of the injected L - vertical spreading of the injected oil waste oil waste

R - vertical position of aquifer for R - vertical position of aquifer for water supply water supply

Alternatively, exceeding risk for Alternatively, exceeding risk for some defined time period can be some defined time period can be calculated using the travel time pdfcalculated using the travel time pdf

L

ldlfp Lr

0

)()(

Page 34: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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Risk assessment (Risk assessment (exceeding exceeding riskrisk))

Short-term Short-term exceedingexceeding risk ( risk (pprr =10=10 -3-3 for periodfor period t=100 year t=100 year ; Z = 1850 m); Z = 1850 m)

Long-term Long-term exceedingexceeding risk ( risk (pprr =10=10 -47-47 for periodfor period t=10 t=10 000000 year year; Z = 500 ; Z = 500 mm ))

Page 35: University of Split, Croatia Royal Institute of Technology, Stockholm, Sweden

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5. Conclusions5. Conclusions

Using all hard and soft input data to reduce Using all hard and soft input data to reduce uncertainty of the flow and transport analysisuncertainty of the flow and transport analysis

Short-term (Short-term (pprr =10 =10 -3-3 for period for period t=100 year t=100 year ) ) and long-term exceeding risk (and long-term exceeding risk (pprr =10 =10 -47-47 for for periodperiod t=10 000 year t=10 000 year ) )

Safe and reliable Safe and reliable oil oil waste disposal waste disposal methodology also appropriate for other methodology also appropriate for other hazardous wasteshazardous wastes

Consideration of other real physical effects as Consideration of other real physical effects as unsteady velocity fields, sorption or pore-unsteady velocity fields, sorption or pore-scale dispersion which considerably reduce scale dispersion which considerably reduce exceeding risk exceeding risk