1
Assessing Production and Injection Effects DST results are directly influenced by test conditions as well as the hydrogeological conditions in the vicinity of test. Even for good quality tests, there are still a number of issues in measuring formation pressures such as presence of production/ injection wells in the vicinity, inaccuracies in the position of the gauges, gas/hydrocarbons, or fluid variations. DST measurements must be reviewed and culled carefully in order to determine the best estimate of the formation pressure. Cumulative Interference Index (CII) methodology can be implemented to identify the production /injection influences. The CII methodology assumes that for production influences, in analogy to waterwell testing principles (Bruin and Hudson, 1961; Tóth and Corbett, 1986) the effect is directly proportional to an inference index, log(t/r 2 ). Here 't' is the length of time, in years, since production started before the pressure measurement and 'r' is distance between the production wells and the well where the pressure was measured. The CII index for a particular DST is the cumulative sum of interference indices for pumping/injection wells in the surrounding region. Variable Density Flow Effects Regional groundwater flow in majority of sedimentary basins around the world has traditionally been studied using: Freshwater hydraulic heads. Pressuredepth plots. These methods assume that the density variations within the formation are negligible. However in practice the density driven flow can be important in aquifers with dense brines, large dip, or small hydraulic gradient. This study implements a Water Driving Force (WDF) approach (i.e. a vectorial analysis to identify flow directions in regions where densitydriven flow is important and can change the inferred magnitude and direction of flow). Introduction The Alberta Geological Survey's (AGS) Groundwater Program is focused on identifying, characterizing and quantifying Alberta's groundwater resources. Characterization and mapping of deep groundwater resources is becoming increasingly important as the Government of Alberta implements its Water Conservation Policy seeking to minimize freshwater use. Advancing Methods for Hydrogeological Characterization of Deep Aquifers in Sedimentary Basins Amandeep Singh, Dan Palombi Alberta Energy Regulator Alberta Geological Survey 402, Twin Atria Building, 499998 Avenue Edmonton, Alberta, Canada, www.aer.ca www.ags.gov.ab.ca H11D0904 Conclusion As industry in Alberta moves to utilize more saline water, a more comprehensive understanding of deep groundwater will be required to manage and allocate water resources in the province. Current work focuses on developing existing methodologies to map regional groundwater flow across large areas in a mature sedimentary basin. CII methodology provides the user a tool to identify and cull out potentially erroneous production influenced pressure measurements, in order to map distributions of hydraulic head unaffected by production influences. The methodology can also be used to map presentday (after production) hydraulic head distribution. The WDF methodology assists in identifying the regions of an aquifer where density driven flow needs to be taken into account. The methodology implements a vectorial analysis to identify flow directions in these regions where density can change the inferred magnitude and direction of flow. Case Study A case study for the area spanning across 4 Alberta township (032 8W4 to 03210W4) is presented within eastern Alberta. Figures to the right show the head map from the raw data set and the head map from the culled data set, illustrating the differences and need to cull the DST dataset for quality and production influences. Hydraulic Head map (culled data using CII) Water Driving Force (WDF) Based on Hubbert's (1940) and Davies (1987) work the "Water Driving Force" can be defined as where, h is the freshwater hydraulic head, Δρ is the density difference between insitu brine and freshwater, ρ is the density of freshwater, and E is the elevation of the aquifer base. In equation (1), the first term represents the force due to potential gradient whereas the second term represents the force due to buoyancy. The equation represents the addition of two vectorial terms, which gives the net driving force on the formation water at a particular point. In situ brine density is calculated as a function of pressure, temperature and total dissolved solids (TDS) using Chierici (1994) equation of state. Case Study A case study is presented for the illustration of WDF implementation. The aquifer presented is the Duperow aquifer from the Williston Basin.The aquifer has a maximum thickness of 150m and is composed of limestones/dolostones alongwith layers of sandstones, siltstones and shale belonging to the UpperDevonian system. Hydraulic Head map Structure map Results Figure to the right shows the water density map for the Duperow aquifer. The map shows that the density is higher in the south east part of the domain. Figure below shows the vector map for WDF and the angle between WDF vector and head vector. The arrows show the force acting on water and the colour demonstrates the WDF angle with respect to the head vector. The figure demonstrates that the WDF method can help identify the regions where density driven flow should be taken into consideration and the approximate direction of water driving force. Water density map (kg/l) Cumulative Interference Index (CII) Ccode was developed for implementing the CII methodology ( A.I. Alkalali, and B.J. Rostron, 2003). Methodology implemented uses a parameter “R”, the search radius from DST location within which the production wells are included in CII calculation. CII value of zero indicates no production effect (i.e. no wells within the search radius before the test) and the value of 1 indicates DST at the production location. CII Implementation Input DST data, Production well data, Parameter 'R' OutputCII, Wells within 'R' CII methodology Temperature map Salinity map Pressure map Acknowledgements Water driving force magnitude and direction WDF implementation Two methodologies are presented in this work. 1. Improving the data quality for pressure measurements in deeper (> 4000 mg/l) units used for mapping hydraulic heads. Drill stem testing (DST) or pressuretransient testing is an oil and gas exploration procedure to determine the fluids present and the rates at which they can be produced from a formation. The focus here is to identify the DST's pressure measurements influenced by nearby production/ injection. 2. The Water Driving Force (WDF) methodology to takes into account the density variations in hydraulic head mapping for deeper aquifers. This study implements a vectorial analysis to account for density variations which are often neglected in conventional analysis. Geological Mapping 3D geological Modelling Hydrostratigraphy Distributions and Patterns of Salinity and Hydraulic Heads Variable Density Flow Effects Workflow for hydrogeological characterization of deep aquifers Python Script Inputs Structure of confining unit, head, temperature, salinity and pressure grids Outputs Water density map, WDF direction/magnitude map, Aspect difference (WDF strucure slope and WDF head gradient) Contact: [email protected] Hydraulic Head map (raw data) Duperow Extent Aspect difference between WDF and head vector

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Page 1: Advancing Methods for Hydrogeological Characterization of ... · Variable Density Flow Effects Regional groundwater flow in majority of sedimentary basins around the world has traditionally

Assessing Production and Injection Effects• DST results are directly influenced by test conditions as well as the

hydrogeological conditions in the vicinity of test.• Even for good quality tests, there are still a number of issues in

measuring formation pressures such as presence of production/injection wells in the vicinity, inaccuracies in the position of thegauges, gas/hydrocarbons, or fluid variations.

• DST measurements must be reviewed and culled carefully in order todetermine the best estimate of the formation pressure. CumulativeInterference Index (CII) methodology can be implemented to identifythe production /injection influences.

• The CII methodology assumes that for production influences, inanalogy to water­well testing principles (Bruin and Hudson, 1961;Tóth and Corbett, 1986) the effect is directly proportional to aninference index, log(t/r2). Here 't' is the length of time, in years, sinceproduction started before the pressure measurement and 'r' is distancebetween the production wells and the well where the pressure wasmeasured.

• The CII index for a particular DST is the cumulative sum ofinterference indices for pumping/injection wells in the surroundingregion.

Variable Density Flow EffectsRegional groundwater flow in majority of sedimentary basins aroundthe world has traditionally been studied using:• Freshwater hydraulic heads.• Pressure­depth plots.These methods assume that the density variations within the formationare negligible. However in practice the density driven flow can beimportant in aquifers with dense brines, large dip, or small hydraulicgradient. This study implements a Water Driving Force (WDF)approach (i.e. a vectorial analysis to identify flow directions in regionswhere density­driven flow is important and can change the inferredmagnitude and direction of flow).

IntroductionThe Alberta Geological Survey's(AGS) Groundwater Program isfocused on identifying,characterizing and quantifyingAlberta's groundwater resources.Characterization and mapping ofdeep groundwater resources isbecoming increasingly importantas the Government of Albertaimplements its WaterConservation Policy seeking tominimize freshwater use.

Advancing Methods for Hydrogeological Characterizationof Deep Aquifers in Sedimentary Basins

Amandeep Singh, Dan PalombiAlberta Energy Regulator­Alberta Geological Survey402, Twin Atria Building,4999­98 AvenueEdmonton, Alberta, Canada,www.aer.cawww.ags.gov.ab.ca

H11D­0904

Conclusion• As industry in Alberta moves to utilize more saline water, a more

comprehensive understanding of deep groundwater will be requiredto manage and allocate water resources in the province. Currentwork focuses on developing existing methodologies to map regionalgroundwater flow across large areas in a mature sedimentary basin.

• CII methodology provides the user a tool to identify and cull outpotentially erroneous production influenced pressuremeasurements, in order to map distributions of hydraulic headunaffected by production influences. The methodology can also beused to map present­day (after production) hydraulic headdistribution.

• The WDF methodology assists in identifying the regions of anaquifer where density driven flow needs to be taken into account.The methodology implements a vectorial analysis to identify flowdirections in these regions where density can change the inferredmagnitude and direction of flow.

Case Study• A case study for the

area spanning across 4Alberta township (032­8­W­4 to 032­10­W­4)is presented withineastern Alberta.

• Figures to the rightshow the head mapfrom the raw data setand the head map fromthe culled data set,illustrating thedifferences and needto cull the DST datasetfor quality andproduction influences.

Hydraulic Head map (culled data using CII)

Water Driving Force (WDF)Based on Hubbert's (1940) and Davies (1987) work the "Water Driving Force" canbe defined as

where, h is the freshwater hydraulic head, Δρ is thedensity difference between in­situ brine and freshwater,ρ is the density of freshwater, and E is the elevation ofthe aquifer base.• In equation (1), the first term represents the force due to potential gradient whereas

the second term represents the force due to buoyancy.• The equation represents the addition of two vectorial terms, which gives the net

driving force on the formation water at a particular point.• In situ brine density is calculated as a function of pressure, temperature and total

dissolved solids (TDS) using Chierici (1994) equation of state.

Case Study• A case study is presented for the illustration of WDF implementation. The aquifer

presented is the Duperow aquifer from the Williston Basin.The aquifer has amaximum thickness of 150m and is composed of limestones/dolostones alongwithlayers of sandstones, siltstones and shale belonging to the Upper­Devonian system.

Hydraulic Head map Structure map

Results• Figure to the right

shows the water densitymap for the Duperowaquifer. The mapshows that the densityis higher in the south­east part of the domain.

• Figure below showsthe vector map forWDF and the anglebetween WDF vectorand head vector. Thearrows show the forceacting on water and thecolour demonstrates theWDF angle with respect to the head vector. The figure demonstratesthat the WDF method can help identify the regions where densitydriven flow should be taken into consideration and the approximatedirection of water driving force.

Water density map (kg/l)

Cumulative Interference Index (CII)C­code was developed for implementing the CII methodology ( A.I.Alkalali, and B.J. Rostron, 2003).• Methodology implemented uses a

parameter “R”, the search radiusfrom DST location within whichthe production wells are includedin CII calculation.

• CII value of zero indicates noproduction effect (i.e. no wellswithin the search radius before thetest) and the value of 1 indicatesDST at the production location.

CII Implementation

Input­ DST data, Production well data,Parameter 'R'

Output­CII, Wells within 'R'

CII methodology

Temperature map

Salinity map

Pressure map

Acknowledgements

Water driving force magnitude and direction

WDF implementationTwo methodologies are presented inthis work.1. Improving the data quality for

pressure measurements in deeper (>4000 mg/l) units used for mappinghydraulic heads. Drill stem testing(DST) or pressure­transient testing isan oil and gas exploration procedureto determine the fluids present andthe rates at which they can beproduced from a formation. Thefocus here is to identify the DST'spressure measurements influencedby nearby production/ injection.

2. The Water Driving Force (WDF)methodology to takes into accountthe density variations in hydraulichead mapping for deeper aquifers.This study implements a vectorialanalysis to account for densityvariations which are often neglectedin conventional analysis.

Geological Mapping

3D geological Modelling

Hydrostratigraphy

Distributions andPatterns of Salinity

and Hydraulic Heads

Variable Density FlowEffects

Workflow for hydrogeologicalcharacterization of deep aquifers

Python Script

Inputs­ Structure of confining unit, head, temperature,salinity and pressure grids

Outputs ­Waterdensity map, WDFdirection/magnitudemap, Aspect difference(WDF ­ strucure slopeand WDF­ headgradient)

Contact: [email protected]

Hydraulic Head map (raw data)

Duperow Extent

Aspect differencebetween WDF andhead vector