The Midwest Regional Carbon Sequestration Partnership (MRCSP) aims to study the regional distribution and geologic storage suitability of units within the Cambrian-Ordovician sequences, including the Knox Supergroup, St. Peter Sandstone, Trenton and Lexington Limestones, and equivalent units across the MRCSP region.
To date, we have compiled a comprehensive data set of wireline logs and petrophysical information that include core analysis for porosity and permeability and mercury injection capillary pressure (MICP) analyses. Using these data, carbon storage resource estimates (SRE) are evaluated using a hierarchical approach that addresses uncertainty in the estimates by incorporating different models of formation porosity based on a series of increasingly complex portrayals of the pore system. The simplest analysis follows the USDOE methodology whereby a SRE is calculated using a single value for porosity in the assessed formation. Additional estimates follow the same general methodology but employ increasingly precise spatially variable porosity models based on formation diagenesis (depth-dependent function), reservoir suitability (effective porosity), distinct petrofacies (advanced reservoir characterization), and multiple realizations of porosity using data-driven geostatistical methods.
Results from this hierarchical approach help illuminate the magnitude of uncertainty that should be expected in SREs as a function of data availability and the level of reservoir characterization that is achievable for a given formation. A semi-probabilistic SRE calculation methodology using Monte Carlo simulations to create models for porosity generally tends to underestimate the range of uncertainty in storage resource. Conceivably, the higher the order model, the lower the uncertainty in the SRE. Ongoing research is investigating whether improved precision implicit in higher orders of the hierarchy are generating more accurate estimates of storage volumes.
Insights on Porosity and Pore Size Distribution Using Multiple Analytical Too...Cristian Medina
The geologic description and quantification of the physical properties that define a viable reservoir are fundamental for assessing the feasibility of a reservoir to receive and store injected CO2 in the deep subsurface. Two petrophysical properties, porosity and permeability, constrain the reservoir in terms of its storage potential and injectivity. The analytical tools that are useful for measuring these properties vary and are optimally employed at various scales.
We analyzed 52 rock samples from the Cambrian-Ordovician Knox Supergroup spanning a significant area of the midwestern United States. These samples represent a wide range in both the scale and magnitude of the porosity present in this prospective storage reservoir. The samples were analyzed for total porosity and pore size distribution, using petrographic image analysis, helium porosimetry, gas adsorption, mercury porosimetry, and (ultra) small-angle neutron scattering. These analytical techniques were collectively used to understand the relationship between porosity, permeability, and pore size distribution; they offer a unique opportunity to study a wide range of pore sizes and to understand the validity of employing these techniques collaboratively.
Results from nitrogen and carbon dioxide adsorption and from mercury injection capillary pressure are important in that they provide insights on small pore size that otherwise cannot be resolved by standard low-pressure helium porosimetry or by image analysis software. Additionally, results from analyses of these carbonate reservoir rocks suggest that microporosity does not have a considerable impact on permeability, but larger pores control this key petrophysical parameter for constraining fluid flow through the pore system.
An Image Analysis Technique to Estimate the Porosity of Rock SamplesIJSRD
This paper discusses the possibilities of determining the porosities of different types of rocks using image analysis technique. Before the use of image analysis stereological research for analysis of porosity were conducted by traditional methods which were time consuming and lacked accuracy. The method proposed in this paper determines the porosity by computing the part of the whole sample for which the pores account. The steps involved in the above method are a series of contextual, non-context and morphological operations that are commonly used in image processing and analysis. The procedure was tested on thin sections of sandstone and limestone rock samples. The results were computed in the form of total porosity which includes all types porosities observed in rocks including isolated and connected porosities. The porosity obtained can also be called as visual porosity. Values obtained show that the method proposed can lead to satisfying results. Obtained porosity values can be used further to determine determine other properties like permeability which play a vital role in the study of diffusion in porous rocks.
Insights on Porosity and Pore Size Distribution Using Multiple Analytical Too...Cristian Medina
The geologic description and quantification of the physical properties that define a viable reservoir are fundamental for assessing the feasibility of a reservoir to receive and store injected CO2 in the deep subsurface. Two petrophysical properties, porosity and permeability, constrain the reservoir in terms of its storage potential and injectivity. The analytical tools that are useful for measuring these properties vary and are optimally employed at various scales.
We analyzed 52 rock samples from the Cambrian-Ordovician Knox Supergroup spanning a significant area of the midwestern United States. These samples represent a wide range in both the scale and magnitude of the porosity present in this prospective storage reservoir. The samples were analyzed for total porosity and pore size distribution, using petrographic image analysis, helium porosimetry, gas adsorption, mercury porosimetry, and (ultra) small-angle neutron scattering. These analytical techniques were collectively used to understand the relationship between porosity, permeability, and pore size distribution; they offer a unique opportunity to study a wide range of pore sizes and to understand the validity of employing these techniques collaboratively.
Results from nitrogen and carbon dioxide adsorption and from mercury injection capillary pressure are important in that they provide insights on small pore size that otherwise cannot be resolved by standard low-pressure helium porosimetry or by image analysis software. Additionally, results from analyses of these carbonate reservoir rocks suggest that microporosity does not have a considerable impact on permeability, but larger pores control this key petrophysical parameter for constraining fluid flow through the pore system.
An Image Analysis Technique to Estimate the Porosity of Rock SamplesIJSRD
This paper discusses the possibilities of determining the porosities of different types of rocks using image analysis technique. Before the use of image analysis stereological research for analysis of porosity were conducted by traditional methods which were time consuming and lacked accuracy. The method proposed in this paper determines the porosity by computing the part of the whole sample for which the pores account. The steps involved in the above method are a series of contextual, non-context and morphological operations that are commonly used in image processing and analysis. The procedure was tested on thin sections of sandstone and limestone rock samples. The results were computed in the form of total porosity which includes all types porosities observed in rocks including isolated and connected porosities. The porosity obtained can also be called as visual porosity. Values obtained show that the method proposed can lead to satisfying results. Obtained porosity values can be used further to determine determine other properties like permeability which play a vital role in the study of diffusion in porous rocks.
Measurement of Carbon content in plots under SFM and SLM in the Gran Chaco Am...ExternalEvents
This presentation was presented during the 2 Parallel session on Theme 1, Monitoring, mapping, measuring, reporting and verification (MRV) of SOC, of the Global Symposium on Soil Organic Carbon that took place in Rome 21-23 March 2017. The presentation was made by Mr. Matías Bosio, from PASCHACO - Argentina, in FAO Hq, Rome
Presentation given by Sai Gu of Cranfield University on "Computational Modelling and Optimization of Carbon Capture Reactors" at the UKCCSRC Gas CCS Meeting, University of Sussex, 25 June 2014
Prediction of Soil Total Nitrogen Content Using Spectraradiometer and GIS in ...Agriculture Journal IJOEAR
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Computer model simulations are widely used in the investigation of complex hydrological systems. In particular, hydrological models are tools that help both to better understand hydrological processes and to predict extreme events such as floods and droughts. Usually, model parameters need to be estimated through calibration, in order to constrain model outputs to observed variables.
Relevant model parameters used for calibration are usually selected based on expert knowledge of the modeller or by using a local one-at-a-time (OAT) sensitivity analysis (SA). However, in case of complex models those approaches may not result in proper identification of the most sensitive parameters for model calibration. In particular local OAT SA methods are only effective for assessing the relative importance of input factors when the model is linear, monotonic, and additive, which is rarely the case for complex environmental models. In contrast Global Sensitivity Analysis (GSA)
is a formal method for statistical evaluation of relevant parameters that contribute significantly to model performance. GSA techniques explore the entire feasible space of each model parameter, and they do not require any assumptions on the model nature (such as linearity or additivity).
In this work we apply the GSA to LISFLOOD, a fully-distributed hydrological model used for flood forecasting at Pan-European scale within the European Flood Awareness System (EFAS). Two case studies are considered, snowmelt- and evapotranspiration-driven catchments, to identify sensitive parameters for both types of hydrological regimes. Results of the GSA will then be used for selecting parameters that need to be estimated during model calibration. Considering the large
number of parameters of a fully-distributed model, a two-step GSA framework is applied. First, we implement the computationally efficient screening method of Morris. This method requires a limited number of simulations and produces a qualitative ranking and selection of important factors. As a second step, we apply the variance-based method of Sobol, only to the subset of factors determined as important during the previous screening. The method of Sobol provides quantitative estimates for first order and total order sensitivity indexes of input factors.
The calibration results after the GSA will be described for both case studies and compared against those obtained by using only prior expert knowledge
Strategic In-stream Systems (STRAINS) is a small-scale, low-tech, in-stream decontamination strategy deployed to overcome these problems. STRAINS use the insights of the Sowl Kere studies to develop a series of larger interventions which can be placed directly with nallahs to prevent the contamination and eutrophication of urban lakes.
For Domestic Wastewater Treatment, Finding Optimum Conditions by Particle Swa...Agriculture Journal IJOEAR
Abstract— Performing jar test method is used for finding out optimum conditions (coagulant type, coagulant dose, pH etc.)for treatment of domestic wastewater before physicochemical process, or coagulation process. In this study, Response Surface Method (RSM) is applied to determine optimum combinations of coagulant dose and pH value in jar test. Alum, FeCl3 and FeSO4 are used as coagulant and compared with highest removal efficiency of their two responses which turbidity and chemical oxygen demand (COD).Finding equations from RSM are also evaluated with Particle Swarm Optimization (PSO) method by using Matlab Program. Alum and Ferric Chloridedose500 mg/lat pH7 found as optimum conditions for domestic wastewater treatment. COD removal for Alum and Ferric Chloride are 90% and 70%,respectively.In addition, Because of becoming low COD removal (maximum 50%) and ineffectively color removal, Ferric Sulfate coagulant found as inconvenient for treating domestic wastewater.
To better understand injection and post-injection flow processes and the entrapment of supercritical CO2 during geological carbon sequestration in a carbonate reservoir, the pore systems of sixty-six Cambrian-Ordovician carbonate samples from multiple states in the Midwest United States were analyzed.
Presentation by ICOS DG Werner Kutsch at the UNFCCC Earth Information Day in UN COP22 on Tue 8 November 2016.
See the Earth Information Day programme: http://unfccc.int/science/workstreams/items/9949.php
Measurement of Carbon content in plots under SFM and SLM in the Gran Chaco Am...ExternalEvents
This presentation was presented during the 2 Parallel session on Theme 1, Monitoring, mapping, measuring, reporting and verification (MRV) of SOC, of the Global Symposium on Soil Organic Carbon that took place in Rome 21-23 March 2017. The presentation was made by Mr. Matías Bosio, from PASCHACO - Argentina, in FAO Hq, Rome
Presentation given by Sai Gu of Cranfield University on "Computational Modelling and Optimization of Carbon Capture Reactors" at the UKCCSRC Gas CCS Meeting, University of Sussex, 25 June 2014
Prediction of Soil Total Nitrogen Content Using Spectraradiometer and GIS in ...Agriculture Journal IJOEAR
— In this study, soil samples were collected from two locations: Samawa and Rumetha in southern Iraq. The samples from each location were split into two datasets: calibration set and validation set. VNIR reflectance (350-2500 nm) and GIS-Kriging were used in combination with Partial Least Square (PLS) to predict total N. only two regions reported higher determination coefficient R 2 and lower Root Mean Square Error (RMSE) than the other wavelength regions. PLS calibration models yielded an R 2 of 0.96 and 0.97 for Rumetha and 0.87 and 0.94 for Samawa location in bands at 500-600 and 800-1000 nm, respectively. The potential of VNIR-based and GIS-Kriging models to predict new unknown soil samples were assessed by using validation datasets from both studied locations. The cross-validation of GIS-Kriging models were unsatisfactory predicted with an Q 2 of 0.28 between laboratory-measured and predicted total N values for Rumetha and 0.43 for Samawa location. While VNIR-based validation models achieved highly predictive power with an R 2 v of 0.84 between laboratory-measured and predicted total N values for Rumetha and 0.85 for Samawa location. These results reveal extremely decreasing in model predictive ability when shifting from VNIR Spectroscopy method to GIS-Kriging.
Computer model simulations are widely used in the investigation of complex hydrological systems. In particular, hydrological models are tools that help both to better understand hydrological processes and to predict extreme events such as floods and droughts. Usually, model parameters need to be estimated through calibration, in order to constrain model outputs to observed variables.
Relevant model parameters used for calibration are usually selected based on expert knowledge of the modeller or by using a local one-at-a-time (OAT) sensitivity analysis (SA). However, in case of complex models those approaches may not result in proper identification of the most sensitive parameters for model calibration. In particular local OAT SA methods are only effective for assessing the relative importance of input factors when the model is linear, monotonic, and additive, which is rarely the case for complex environmental models. In contrast Global Sensitivity Analysis (GSA)
is a formal method for statistical evaluation of relevant parameters that contribute significantly to model performance. GSA techniques explore the entire feasible space of each model parameter, and they do not require any assumptions on the model nature (such as linearity or additivity).
In this work we apply the GSA to LISFLOOD, a fully-distributed hydrological model used for flood forecasting at Pan-European scale within the European Flood Awareness System (EFAS). Two case studies are considered, snowmelt- and evapotranspiration-driven catchments, to identify sensitive parameters for both types of hydrological regimes. Results of the GSA will then be used for selecting parameters that need to be estimated during model calibration. Considering the large
number of parameters of a fully-distributed model, a two-step GSA framework is applied. First, we implement the computationally efficient screening method of Morris. This method requires a limited number of simulations and produces a qualitative ranking and selection of important factors. As a second step, we apply the variance-based method of Sobol, only to the subset of factors determined as important during the previous screening. The method of Sobol provides quantitative estimates for first order and total order sensitivity indexes of input factors.
The calibration results after the GSA will be described for both case studies and compared against those obtained by using only prior expert knowledge
Strategic In-stream Systems (STRAINS) is a small-scale, low-tech, in-stream decontamination strategy deployed to overcome these problems. STRAINS use the insights of the Sowl Kere studies to develop a series of larger interventions which can be placed directly with nallahs to prevent the contamination and eutrophication of urban lakes.
For Domestic Wastewater Treatment, Finding Optimum Conditions by Particle Swa...Agriculture Journal IJOEAR
Abstract— Performing jar test method is used for finding out optimum conditions (coagulant type, coagulant dose, pH etc.)for treatment of domestic wastewater before physicochemical process, or coagulation process. In this study, Response Surface Method (RSM) is applied to determine optimum combinations of coagulant dose and pH value in jar test. Alum, FeCl3 and FeSO4 are used as coagulant and compared with highest removal efficiency of their two responses which turbidity and chemical oxygen demand (COD).Finding equations from RSM are also evaluated with Particle Swarm Optimization (PSO) method by using Matlab Program. Alum and Ferric Chloridedose500 mg/lat pH7 found as optimum conditions for domestic wastewater treatment. COD removal for Alum and Ferric Chloride are 90% and 70%,respectively.In addition, Because of becoming low COD removal (maximum 50%) and ineffectively color removal, Ferric Sulfate coagulant found as inconvenient for treating domestic wastewater.
To better understand injection and post-injection flow processes and the entrapment of supercritical CO2 during geological carbon sequestration in a carbonate reservoir, the pore systems of sixty-six Cambrian-Ordovician carbonate samples from multiple states in the Midwest United States were analyzed.
Presentation by ICOS DG Werner Kutsch at the UNFCCC Earth Information Day in UN COP22 on Tue 8 November 2016.
See the Earth Information Day programme: http://unfccc.int/science/workstreams/items/9949.php
The performance of portable mid-infrared spectroscopy for the prediction of s...ExternalEvents
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INNOVATIVE DISPERSION MODELING PRACTICES TO ACHIEVE A REASONABLE LEVEL OF CON...Sergio A. Guerra
Presentation delivered at the Board meeting for the Upper Midwest section of the Air and Waste Management Association meeting on September 16, 2014.
Innovative dispersion modeling techniques are presented including ARM2, EMVAP and the 50th percentile background concentration. Case study involves peaking engines that are used 250 hour per year. These intermittent sources are required to undergo a modeling evaluation in many states. Current modeling techniques grossly overestimate the emissions from these sporadic sources.
Use of Probabilistic Statistical Techniques in AERMOD Modeling EvaluationsSergio A. Guerra
The advent of the short term National Ambient Air Quality Standards (NAAQS) prompted modelers to reassess the common practices in dispersion modeling analyses. The probabilistic nature of the new short term standards also opens the door to alternative modeling techniques that are based on probability. One of these is the Monte Carlo technique that can be used to account for emission variability in permit modeling.
Currently, it is assumed that a given emission unit is in operation at its maximum capacity every hour of the year. This assumption may be appropriate for facilities that operate at full capacity most of the time. However, in most cases, emission units operate at variable loads that produce variable emissions. Thus, assuming constant maximum emissions is overly conservative for facilities such as power plants that are not in operation all the time and which exhibit high concentrations during very short periods of time.
Another element of conservatism in NAAQS demonstrations relates to combining predicted concentrations from the AMS/EPA Regulatory Model (AERMOD) with observed (monitored) background concentrations. Normally, some of the highest monitored observations are added to the AERMOD results yielding a very conservative combined concentration.
A case study is presented to evaluate the use of alternative probabilistic methods to complement the shortcomings of current dispersion modeling practices. This case study includes the use of the Monte Carlo technique and the use of a reasonable background concentration to combine with the AERMOD predicted concentrations. The use of these methods is in harmony with the probabilistic nature of the NAAQS and can help demonstrate compliance through dispersion modeling analyses, while still being protective of the NAAQS.
Survey on Declining Curves of Unconventional Wells and Correlation with Key ...Salman Sadeg Deumah
The analysis of the decline curve is applied each year of production which gives the possibility to determine the average decline rate. The calculation of the correlation coefficient gives the possibility to link the different parameters.
Applications of quartering method in soils and foodsIJERA Editor
Sampling is a technique and a science. If the appropriate technique is followed it reduces the bulk mass and helps to respect the batch composition as best as possible. Non-representative sampling results in incorrect analysis. Soils and foods are materials constantly assessed. Subsampling methods, as conning and quartering are applied in solid samples. Then they could be functional in soils, and granular foods, like grains, cereals or nuts. The method is very dependent on the skill of the operator then great care must be taken when obtaining a sample by coning and quartering. It has some advantages, like the easiness, cleanness and inexpensiveness. But it is usually inaccurate and can provide non-representative samples.
INNOVATIVE DISPERSION MODELING PRACTICES TO ACHIEVE A REASONABLE LEVEL OF CON...Sergio A. Guerra
Presentation delivered at the Annual Air and Waste Management Association conference in Long beach, California on June 26, 2014.
Innovative dispersion modeling techniques are presented including ARM2, EMVAP and the 50th percentile background concentration. Case study involves peaking engines that are used 250 hour per year. These intermittent sources are required to undergo a modeling evaluation in many states. Current modeling techniques grossly overestimate the emissions from these sporadic sources.
Parameter Estimation of Pollutant Removal for Subsurface Horizontal Flow Cons...mkbsbs
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from a staff canteen of the University of Moratuwa was studied to estimate the
temperature dependent reaction rate constants of specific pollutant removal
mechanisms.
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The carbon cycle is a critical component of Earth's environmental system, governing the movement and transformation of carbon through various reservoirs, including the atmosphere, oceans, soil, and living organisms. This complex cycle involves several key processes such as photosynthesis, respiration, decomposition, and carbon sequestration, each contributing to the regulation of carbon levels on the planet.
Human activities, particularly fossil fuel combustion and deforestation, have significantly altered the natural carbon cycle, leading to increased atmospheric carbon dioxide concentrations and driving climate change. Understanding the intricacies of the carbon cycle is essential for assessing the impacts of these changes and developing effective mitigation strategies.
By studying the carbon cycle, scientists can identify carbon sources and sinks, measure carbon fluxes, and predict future trends. This knowledge is crucial for crafting policies aimed at reducing carbon emissions, enhancing carbon storage, and promoting sustainable practices. The carbon cycle's interplay with climate systems, ecosystems, and human activities underscores its importance in maintaining a stable and healthy planet.
In-depth exploration of the carbon cycle reveals the delicate balance required to sustain life and the urgent need to address anthropogenic influences. Through research, education, and policy, we can work towards restoring equilibrium in the carbon cycle and ensuring a sustainable future for generations to come.
Top 8 Strategies for Effective Sustainable Waste Management.pdfJhon Wick
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Altered Terrain: Colonial Encroachment and Environmental Changes in Cachar, A...PriyankaKilaniya
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Epcon is One of the World's leading Manufacturing Companies.EpconLP
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Characterization and the Kinetics of drying at the drying oven and with micro...Open Access Research Paper
The objective of this work is to contribute to valorization de Nephelium lappaceum by the characterization of kinetics of drying of seeds of Nephelium lappaceum. The seeds were dehydrated until a constant mass respectively in a drying oven and a microwawe oven. The temperatures and the powers of drying are respectively: 50, 60 and 70°C and 140, 280 and 420 W. The results show that the curves of drying of seeds of Nephelium lappaceum do not present a phase of constant kinetics. The coefficients of diffusion vary between 2.09.10-8 to 2.98. 10-8m-2/s in the interval of 50°C at 70°C and between 4.83×10-07 at 9.04×10-07 m-8/s for the powers going of 140 W with 420 W the relation between Arrhenius and a value of energy of activation of 16.49 kJ. mol-1 expressed the effect of the temperature on effective diffusivity.
Hierarchical Evaluation of Geologic Carbon Storage Resource Estimates: Cambrian-Ordovician Units within the MRCSP Region
1. Hierarchical Evaluation of Geologic Carbon Storage
Resource Estimates: Cambrian-Ordovician Units
within the MRCSP Region
Cristian R. Medina1*; John A. Rupp1; Kevin Ellett1;David A. Barnes2;
Matthew J. Rine2; Matthew S. Erenpreiss3;Steve F. Greb4
1Indiana Geological Survey, Indiana University, Bloomington, IN, USA
2Department of Geosciences, Western Michigan University, Kalamazoo, MI, USA
3Ohio Geological Survey, Department of Natural Resources, Columbus, OH, USA
4Kentucky Geological Survey, University of Kentucky, Lexington, KY, USA
*crmedina@indiana.edu
Presented at:
Eastern Section, American Association of Petroleum Geologist (ES-AAPG)
Lexington, Kentucky, September 27, 2016
3. • To evaluate the CO2 storage potential in saline aquifers of Cambrian-
Ordovician strata underlying portions of the MRCSP states
• To explore the use of five different methodologies to independently
generate storage resource estimates (SRE)
• The methods differ fundamentally in how they estimate values for
porosity (∅)
• To compare the various results and assess how each of the different
methods yield SREs with various magnitudes and explore the reasons for
“inter-method” variability
Purpose
4. Midwest Regional Carbon
Sequestration partnership (MRCSP)
• One of the seven
partnerships in US and
Canada
• 10 states
• This work focuses on saline
aquifers in Indiana,
Michigan, Ohio, Kentucky,
West Virginia, and
Pennsylvania
5. Stratigraphy / Units
MI IN OH KY WV PA MD NY NJ
Seal vs. Reservoir (Knox Supergroup)
Source: www.lawmerallarm.org/
7. Isopach of Primary Reservoir Seal:
Maquoketa Group and Equivalents
Source:https://geologictimepics.com/
Thickness (ft.)
8. Cross Section I (SEE-NEE)
760 m
3048 m
2400 m
2500 ft
10000 ft
8000 ft
Cincinnati Arch Appalachian BasinIllinois Basin
KY OH PA
9. Cross Section II (W-E)
2500 ft
10000 ft
8000 ft
Kankakee – Findlay Arch Appalachian Basin
IN OH PA
760 m
3048 m
2400 m
10. Cross Section III (N-S)
2500 ft
10000 ft
8000 ft
Findlay Arch Appalachian BasinMichigan Basin
MI OH WV
760 m
3048 m
2400 m
11. DOE Methodology
“The volumetric methods require the area of the target formation or
horizon along with the formation’s thickness and porosity…”
Source: DOE Carbon Storage Atlas, Fifth Edition (2015)
Storage Resource Estimate (SRE):
𝑆𝑆𝑆𝑆𝑆𝑆𝐶𝐶𝐶𝐶2
= 𝐴𝐴𝐴𝐴𝐴𝐴𝐴𝐴 ∗ 𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇 ∗ 𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃 ∗ 𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐶𝐶𝐶𝐶2
∗ 𝐸𝐸𝑠𝑠𝑠𝑠𝑠𝑠𝑠𝑠 𝑠𝑠𝑠𝑠
• Designed to be reconnaissance or highest level estimation of potential
storage volumes
• Uses a single value for all basic parameters
12. Efficiency Factor
Employs an “efficiency factor” (Esaline) to account for the lack of accuracy caused by
variability in factors
Efficiency factor uses “widely accepted assumptions about in-situ fluid distributions in
porous formations and fluid displacement processes commonly applied in the
petroleum and groundwater science fields”
In saline aquifers, because of the high degree of uncertainty in estimates (96 to 99 %),
the resultant volumes are highly discounted (4 to 1% of the calculated values)
* However, when any of the factors in the basic volumetric equation are “enhanced”
with more accurate, less uncertain data, the efficiency factors need to be modified
(increased) to account for these changes.
𝑆𝑆𝑆𝑆𝑆𝑆𝐶𝐶𝐶𝐶2
= 𝐴𝐴𝐴𝐴𝐴𝐴𝐴𝐴 ∗ 𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇𝑇 ∗ 𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃 ∗ 𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐶𝐶𝐶𝐶2
∗ 𝑬𝑬𝒔𝒔𝒔𝒔𝒔𝒔𝒔𝒔 𝒔𝒔𝒔𝒔
where
13. This Work’s Methodology
Method I
Assumes average
porosity in all
units (φ = 10%)
Similar to DOE
methodology
Robust dataset
Method II
Uses average
porosity from
core analysis
Limited data
Method III
Uses porosity
from wireline
logs
Logs used include
neutron, sonic, and
density
Robust dataset
Method V
Uses MICP data
on pore size
distribution
patterns to
define
‘petrofacies’
models
Limited data
Method IV
Uses a diagenetic
model that
assumes an
exponential
decrease of
porosity as a
function of depth
Robust dataset
Increasing in sophistication/complexity of porosity data
• To facilitate comparison of results among methods, the efficiency factor was held constant
• Results also reported in tonnes of CO2 /km2
• Number of data points varies depending on methodology.
14. Method I
• Assumes average porosity in all units (φtot= 10%)
• Follows a volumetric equation (ie, methodology published in Atlas by DOE-NETL,
2010)
𝑆𝑆𝑆𝑆𝑆𝑆𝐶𝐶𝐶𝐶2
= 𝐴𝐴𝑡𝑡 ∗ ℎ𝑔𝑔 ∗ ∅𝒕𝒕𝒕𝒕𝒕𝒕 ∗ 𝜌𝜌𝐶𝐶𝐶𝐶2
∗ 𝐸𝐸𝑠𝑠𝑠𝑠𝑠𝑠𝑠𝑠 𝑠𝑠𝑠𝑠
Where:
𝐴𝐴𝑡𝑡 is the area of a given county
ℎ𝑔𝑔 is the average thickness, in the county, of unit under assessment
∅𝑡𝑡𝑡𝑡𝑡𝑡 is the average porosity (10%)
𝜌𝜌𝐶𝐶𝐶𝐶2
is CO2 density at reservoir conditions (0.73 tonnes/m3)
𝐸𝐸𝑠𝑠𝑠𝑠𝑠𝑠𝑠𝑠 𝑠𝑠𝑠𝑠 is the efficiency factor (1% and 4% used, respectively)
𝑆𝑆𝑆𝑆𝑆𝑆𝐶𝐶𝐶𝐶2
= 𝐴𝐴𝑡𝑡 ∗ ℎ𝑔𝑔 ∗ 𝟎𝟎. 𝟏𝟏𝟏𝟏 ∗ 0.73 ∗ [0.01, 0.04]
15. Method II
• Uses average porosity from core analysis (φcore)
• Follows volumetric equation (DOE-NETL, 2010)
𝑆𝑆𝑆𝑆𝑆𝑆𝐶𝐶𝐶𝐶2
= 𝐴𝐴𝑡𝑡 ∗ ℎ𝑔𝑔 ∗ ∅𝒄𝒄𝒄𝒄𝒄𝒄𝒄𝒄 ∗ 𝜌𝜌𝐶𝐶𝐶𝐶2
∗ 𝐸𝐸𝑠𝑠𝑠𝑠𝑠𝑠𝑠𝑠 𝑠𝑠𝑠𝑠
Where:
𝐴𝐴𝑡𝑡 is the area of a given county
ℎ𝑔𝑔 is the average thickness, in the county, of unit under assessment
∅𝑐𝑐𝑐𝑐𝑐𝑐𝑐𝑐 is the average porosity from core analysis
𝜌𝜌𝐶𝐶𝐶𝐶2
is CO2 density at reservoir conditions (0.73 tonnes/m3)
𝐸𝐸𝑠𝑠𝑠𝑠𝑠𝑠𝑠𝑠 𝑠𝑠𝑠𝑠 is the efficiency factor (1% and 4% used, respectively)
16. Method III
• Consists of the processing of wireline-derived porosity (such as neutron, sonic, or
density logs) in Petra Software to estimate SRE.
𝑆𝑆𝑆𝑆𝑆𝑆𝐶𝐶𝐶𝐶2
= 𝐴𝐴𝑡𝑡 ∗ ℎ𝑔𝑔 ∗ ∅𝒍𝒍𝒍𝒍𝒍𝒍 ∗ 𝜌𝜌𝐶𝐶𝐶𝐶2
∗ 𝐸𝐸𝑠𝑠𝑠𝑠𝑠𝑠𝑠𝑠 𝑠𝑠𝑠𝑠
Where:
𝐴𝐴𝑡𝑡 is the area of a given county
ℎ𝑔𝑔 is the average thickness, in the county, of unit under assessment
∅𝑙𝑙𝑙𝑙𝑙𝑙 is the wireline-derived porosity
𝜌𝜌𝐶𝐶𝐶𝐶2
is CO2 density at reservoir conditions (0.73 tonnes/m3)
𝐸𝐸𝑠𝑠𝑠𝑠𝑠𝑠𝑠𝑠 𝑠𝑠𝑠𝑠 is the efficiency factor (1% and 4% used, respectively)
17. Method IV
• Uses depth-dependent porosity model based on the previous studies that suggest
that porosity decreases with depth (φ(d)=A*e-depth*B)
𝑆𝑆𝑆𝑆𝑆𝑆𝐶𝐶𝐶𝐶2
= 𝐴𝐴𝑡𝑡 ∗ ℎ𝑔𝑔 ∗ ∅(𝑑𝑑) ∗ 𝜌𝜌𝐶𝐶𝐶𝐶2
∗ 𝐸𝐸𝑠𝑠𝑠𝑠𝑠𝑠𝑠𝑠 𝑠𝑠𝑠𝑠
Where:
𝐴𝐴𝑡𝑡 is the area of a given county
ℎ𝑔𝑔 is the average thickness, in the county, of unit under assessment
∅ (d) is porosity as a function of depth
𝜌𝜌𝐶𝐶𝐶𝐶2
is CO2 density at reservoir conditions (0.73 tonnes/m3)
𝐸𝐸𝑠𝑠𝑠𝑠𝑠𝑠𝑠𝑠 𝑠𝑠𝑠𝑠 is the efficiency factor (1% and 4% used, respectively)
19. Method V
• Uses data from Mercury Injection Capillary Pressure (MICP) to define petrofacies.
These petrofacies have characteristics values of porosity (and permeability).
𝑆𝑆𝑆𝑆𝑆𝑆𝐶𝐶𝐶𝐶2
= 𝐴𝐴𝑡𝑡 ∗ ℎ𝑔𝑔 ∗ ∅(𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑𝒑) ∗ 𝜌𝜌𝐶𝐶𝐶𝐶2
∗ 𝐸𝐸𝑠𝑠𝑠𝑠𝑠𝑠𝑠𝑠 𝑠𝑠𝑠𝑠
Where:
𝐴𝐴𝑡𝑡 is the area of a given county
ℎ𝑔𝑔 is the average thickness, in the county, of unit under assessment
∅(petrofacies) is porosity associated to petrofacies
𝜌𝜌𝐶𝐶𝐶𝐶2
is CO2 density at reservoir conditions (0.73 tonnes/m3)
𝐸𝐸𝑠𝑠𝑠𝑠𝑠𝑠𝑠𝑠 𝑠𝑠𝑠𝑠 is the efficiency factor (1% and 4% used, respectively)
20. Method V
• Uses data from Mercury Injection
Capillary Pressure (MICP) to define
characteristic pore size distribution curve.
An average porosity is derived from each
type petrofacies.
PF I PF II PF III PF IV
Average
Porosity
9.7 4.4 3.9 3.6
# of samples 6 20 20 18
21. Petrofacies in Cores
PF I PF II PF III PF IV
Average
Porosity
9.7 4.4 3.9 3.6
# of samples 6 20 20 18
Petrofacies #1
Petrofacies #3
Petrofacies #2
Petrofacies #4
22. Method V
Each well is assumed a different scenario of abundance of petrofacies (porosity based on
current study)
Case
1
2
3
4
5
6
7
8
9
10
11
Petrofacies 1
(φ=9.7 %)
Petrofacies 2
(φ=4.4 %)
Petrofacies 3
(φ=3.9 %)
Petrofacies 4
(φ=3.6 %)
Each square represents 25% of the unit
24. Unit II (Trenton/Black River): Results* (E = 4%)
Method 1 (φ = 10%)
Controlled by:
Thickness
Method 3 (porosity
from wireline logs)
Controlled by:
Thickness and logs
Method 4
(diagenetic model).
Controlled by:
Depth and
Thickness
*Method 2 (core analysis) has
limited data to show in maps.
25. Unit III (St. Peter SS): Results (E = 4%)
Method 1
(constant porosity)
Method 3
(porosity from
wireline logs)
Method 4
(diagenetic
model)
26. Unit IV (Knox): Results (E = 4%)
Thickness-
controlled SRE
Method 1 (constant porosity)
Method 3
(porosity from
wireline logs)
Method 4
(diagenetic
model)
28. Results: All Methods (Unit 4)
MMTonsCO2/Km2
Method 5
I II* III IV V
Unit 4 Knox SG 512 14 477 512 512
*In method II, we averaged values of porosity when more of one well per
county had core analysis.
Method [# of counties with data]
29. How do these SREs compare with
Emissions from Point Sources?
Total CO2 emissions: 559 [MMTons/Year]* *Source: NATCARB (2014)
Total SRE estimated using method IV (E=1%): 76,275 [MMTons]
More than
100 years
worth of
storage!**
** Further screening is necessary, such as min/max depth considerations, distance to source (pipeline), etc.
30. Reservoir Characterization: Isopach and Structure
(Unit 4: Knox Supergroup and Equivalents)
Shallower than 2,500 ft.
Deeper than 10,000 ft.
…Portions of the region do not meet the basic criteria (i.e. too
shallow). A second analysis excluding those areas resulted in
SRE for unit 4 (Know and equivalents) using method IV is:
But…
31. Reservoir Characterization: Isopach and Structure
(Unit 4: Knox Supergroup and Equivalents)
Total CO2 emissions: 559 [MMTons/Year]* *Source: NATCARB (2014)
Total SRE estimated using method IV (E=1%): 14,935 [MMTons] or 26-100 [yrs] [E=1-4%]
32. Conclusions [1/2]
• SRE in the MRCSP region suggest that, there is sufficient
storage capacity in the carbonate reservoirs of the
Cambrian-Ordovician to deploy CCUS in the Midwestern
region. Considering CO2 emissions from stationary sources
in the region result in +100 years of storage.
• Methodologies suggest that using a single value for
porosity of 10% (Method 1) or average porosity from
wireline logs (Method 3) results in overestimation of SRE.
• Regional scale SREs could possibly benefit from the use of
efficiency factors that incorporate increased accuracy in
factors (A, h, ∅). These “intermediate” efficiency factors
will increase to reflect the decrease in uncertainty (e.g.
Peck et al, 2014).
33. Conclusions [2/2]
• These estimates do not include local factors that should be
included in site-scale analysis (i.e., details of the local
geology).
• Future work should incorporate dynamic aspects of
reservoir performance during and after injection.
• This study is exploratory in nature and does not intend to
determine which method is “better” or “worse than”, but
rather, sets the stage for future consideration of
integration of different methods based on robustness and
availability. This is a good time, for example, to start
considering the Variable Grid Method (VGM) introduced by
NETL.
34. Hierarchical Evaluation of Geologic Carbon
Storage Resource Estimates: Cambrian-
Ordovician Units within the MRCSP Region
Cristian R. Medina1*; John A. Rupp1; Kevin Ellett1;David A. Barnes2;
Matthew J. Rine2; Matthew S. Erenpreiss3;Steve F. Greb4
1Indiana Geological Survey, Indiana University, Bloomington, IN, USA
2Department of Geosciences, Western Michigan University, Kalamazoo, MI, USA
3Ohio Geological Survey, Department of Natural Resources, Columbus, OH, USA
4Kentucky Geological Survey, University of Kentucky, Lexington, KY, USA
*crmedina@indiana.edu
Thank you!
Questions?