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Hano and Prof. Jen-Tsung Chen",publishedDate:null,coverURL:"https://cdn.intechopen.com/books/images_new/10539.jpg",keywords:"Plant Description, Botany, Phylogeny, Genome, Phytochemical Analysis, Extraction, Phytochemical Diversity, Phytochemical Analysis, Extraction, Phytochemical Diversity, Biotechnological Production, Traditional Medicinal Uses",numberOfDownloads:533,numberOfWosCitations:0,numberOfCrossrefCitations:1,numberOfDimensionsCitations:1,numberOfTotalCitations:2,isAvailableForWebshopOrdering:!0,dateEndFirstStepPublish:"October 8th 2020",dateEndSecondStepPublish:"November 23rd 2020",dateEndThirdStepPublish:"January 22nd 2021",dateEndFourthStepPublish:"April 12th 2021",dateEndFifthStepPublish:"June 11th 2021",dateConfirmationOfParticipation:null,remainingDaysToSecondStep:"2 years",secondStepPassed:!0,areRegistrationsClosed:!0,currentStepOfPublishingProcess:5,editedByType:null,kuFlag:!1,biosketch:"Assistant Professor at the University of Orleans at Research INRAE Lab LBLGC USC1328 and a member of the Cosm'ACTIFS Research Group (CNRS GDR3711). 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1. Introduction
Carbon dioxide (CO2) is one of the most emitted greenhouse gases (GHG) which causes heat trapping of the earth and contributes to the global climate change. This global issue led to the public concern and has become a serious problem in the developed and developing countries [1]. Accordingly, the increase of GHG in the atmosphere has led to a rise in the average global temperatures with a warming forecast of 1.8–4.0°C [2]. Recent surveys conducted, see [2–5], show that the CO2 concentrations has risen from pre-industrial levels of 280 parts per million (ppm) to present levels of ~380 ppm in the atmosphere and this increase in CO2concentration depends on world’s expanding use of fossil fuels. Further studies, according to the CO2 emissions from fossil fuel power plants, represent the amount of emissions around 23 Gton-CO2 per year and 26% of the total emissions approximately[1, 2, 6]. Reports from on-road transportation emissions also indicate the high contribution of CO2 in atmosphere especially in urban areas. It contributes around 10% of the total global and 20% of the European atmospheric CO2 emissions [7]. Based on the Intergovernmental panel on Climate Change (IPCC) report in 2005, 72% of the anthropogenic greenhouse effect is due to the CO2 emission and it is considered as the most important GHG contributor [1]. The Kyoto Protocol in 1997 also recommends that the nations minimize their CO2 emissions up to 95% of 1990 levels by 2012. In this regard, the mitigation options of the CO2 have been defined in many national and international scales and the scientists have been looking and developing for the techniques which reduce the CO2 emissions [8–11]. The options include reduction in using carbon-intensive fuels and improving energy efficiency in order to decrease the CO2 emissions into the atmosphere or carbon sequestration.
CO2 sequestration is the process of injecting CO2 into sub-surface to reduce the emissions of anthropogenic CO2. According to the IPCC 2005, the storage options are classified into three groups: (1) ocean storage, (2) mineralization, and (3) geological storage. Ocean storage consists of injecting the CO2 into deep oceans and immobilizing it by dissolving or forming a plume which is heavier than water under the ocean. The ocean is the largest storage option of CO2 and can contain 40000 Gton of carbon in contrast to the 750 Gton in the atmosphere. The ocean storage has not yet been considered as a pilot scale since it is still in the research phase and may also have dire consequences in marine life in case of leakage during and after the storage. [1, 12]. Mineralization process provides an opportunity to store the CO2 for a long period of time without any special concern about the permanent mitigation quality. It includes the CO2 conversion to a solid inorganic carbonates which is stable for a long time. The only considerable problem in this process is related to the high cost of implementation [13]. The CO2 geological storage (CGS) is considered as the main process for CO2 sequestration in the developed world [14–16]. The candidate CO2 storage facilities consist of deep saline aquifer and unmineable coal deposits, as well as depleted and mature oil and gas reservoirs which can contain 2200 Gton of carbon dioxide [17]. Based on an estimation reported by the European technology platform for zero emission fossil fuel power (ZEP), the contribution of each option for the storage potential of CO2 is shown in Figure1. [18]
Figure 1.
The contribution of most important CGS techniques in the world’s CGS projects.
As for CGS’s regulation in Europe in 2009, the European Union approved that seven million tons of CO2 could be stored by 2020 and up to 160 million tons by 2030, assuming a 20% reduction in GHG emissions by 2020 [19]. Over the past decade, many developed countries have extensively investigated the potential of CO2 storage sites as well as understanding the behavior of CO2 and its interaction with different reservoir formations as a prerequisite to increase the effectiveness and integrity of the CGS projects. These comprise advanced scientific knowledge about CO2 behavior such as trapping mechanisms (physical and chemical), flow patterns, and interactions with formation rocks that can be achieved by improved techniques such as flow simulation, reservoir modeling, reservoir monitoring, and verification [20].
2. CGS: Storage Capacity
In recent years, there have been a number of surveys related to the storage capacity estimation methods in CGS fields [21]. The first groups of estimation assessments were simple with no technical component similar to the estimations held in Europe by Holloway and van der Straaten, in 1995, while the other recent ones have taken into account the complexities and more sophisticated methods of estimating the CO2 storage capacity [22–28]. One should keep in mind that the capacity estimation in any different scale (global, reservoir, basin, or region) and time frame is a difficult process due to our lack of knowledge about subsurface in most areas of the world and also the uncertainties and inaccessibility of the available data [29]. However, there is a wide variety of estimation techniques proposed by different authors (CSLF, IPCC, and Bradshaw et al.) which mainly rely on a simple algorithm depending on various storage mechanism [26, 28, 30].
In 1979 and 1988, the concept of resource pyramids was developed by Masters and McCabe for the first time and was later proposed to demonstrate the accumulation and quality of the CO2 storage potentials in the form of three pyramids as an important factor for capacity estimation, including (1) high level, (2) techno-economic, and (3) trap-type and effectiveness pyramid [31, 32]. This concept consists of the main aspects of CO2 storage such as different time scales and assessment scales, various assessment types, and different geological storage options [29]. For instance, as it has been demonstrated in Figure2, the techno-economic resource pyramid calculates the storage capacity in mass instead of the volume and includes the maximum upper limit of capacity estimate with various time and assessment scales. On the other hands, it reveals three levels of theoretical, realistic and viable estimates in which the theoretical portion includes the entire pyramid whereas the realistic and viable parts have covered the top two portions and only the top portion of pyramid respectively [28, 30].
Figure 2.
Techno-Economic Resource Pyramid for capacity estimation in CO2 geological storage.
In an investigation which was performed by Kopp et al. in 2009, to estimate the effective storage capacity, some models were proposed by authors, including(1) CSLF model (proposed by Bachu et al. in 2007 in which the effective storage volume is calculated by reducing the capacity coefficient from theoretical capacity), (2) Doughty model (proposed by Doughty et al. in 2001 which estimated the effective capacity as a volume fraction for CO2 storage), and (3) Kopp model (based on Doughty model while the pores containing dissolved CO2 is much larger than those containing free gas [33]).
According to CO2 storage capacity estimation surveyed by Bachu et al., based on a summary of carbon sequestration leadership forum (CSLF), different timeframes and field scales are accounted considering various trapping mechanisms (physical and chemical mechanisms) [26]. Bachu et al. have demonstrated the approaches based on different geological potential with generally assessing the opportunity of other storage options like man-made underground cavity and the basalts such as Deccan Plateau in India; however, they need more investigations.
2.1. Estimation techniques in depleted oil and gas reservoir
DOE (2006), ‘Methodology for development of carbon sequestration capacity estimates’ and CSLF (2007), ‘Estimation of CO2 storage capacity in geological media – phase II’ are the major investigations regarding the storage capacity estimation approaches in geological formations. The CSLF (2007) employs a techno-economic resource pyramid in the capacity estimation process for depleted oil and gas reservoir based on McCabe (1998), while the DOE (2006) utilizes volumetric equations and Monte Carlo approach to estimate the uncertainty and capacity storage by incorporating various trapping mechanisms in depleted oil and gas reservoirs [31]. Another integration of DOE and CSLF with simple version of SPE (Society of Petroleum Engineering) petroleum resource management system is proposed and called CO2CRC storage capacity classification [34, 35]. They have reported that on account of greater amount of data in term of oil and gas fields, the estimation process is the easiest among the geological formations. It should be noted that the other methods which are employed in saline aquifers can be used here for CO2 storage volume estimation: ‘volumetric-based estimation’ and ‘production-based estimation’ [35, 36].
Bachu et al., provided a good overview of storage capacity estimates in oil and gas reservoirs to compare the other geological formation such as coal beds and saline aquifers [26]. Based on Bachu et al., the capacity estimation in oil and gas reservoirs is more convenient than other geological formations, and these geological formations are discrete in contrast to the continuous coal beds and saline aquifers [26]. Estimation of the CO2 storage capacity is also difficult for a number of reasons: In estimation process, some assumption would be made, such as volume occupied by hydrocarbons is available for CO2 after production for pressure-depleted reservoirs with no hydrodynamic contacts. On the other hand, formation water influx as the consequence of pressure decline and water trapping can be inversed due to the CO2 injection and increase in the pore spaces which may cause some pores to be unavailable for CO2 storage. Thus, the original reservoir pressure has the maximum limitation for CO2 injection into the depleted reservoirs [37]. According to the volume of original oil and gas at surface conditions, theoretical mass storage capacity can be accounted through an equation proposed by Bachu et al.[26]. They also provided an extrapolation to account the theoretical storage capacity in another correlation. In some cases, the actual volume availability to CO2 storage can be reduced and would be stated by capacity coefficient (equation expressed by Doughty and Press, 2004) [38]. But based on Bachu and Shaw, in 2005, enough data are not available for assessing these coefficients, and estimations are mostly carried out by numerical simulations [9, 38]. One of the specific issues in CO2 storage in depleted reservoirs is CO2 flood-enhanced oil recovery. Because of some reasons, the capacity estimation in this case is already an effective estimation. The promising storage sites for CO2 enhanced recovery can be performed at regional and basin scales such that this criterion decreases the effective capacity to practical storage capacity [39–41].
2.2. Estimation techniques in saline aquifers
As it has been illustrated in recent studies, deep saline aquifers are the most favorable storage option in comparison to the depleted reservoirs and coal beds [1, 27, 28, 39]. In contrast, the numbers of projects which have been conducted by the industries are not considerable due to some reasons, including availability of anthropogenic CO2 and the related data, site assessment difficulties, poor injectivities, and high cost of monitoring [42]. According to the DOE, a volumetric equation is proposed to CO2 storage estimation in saline aquifers, while each type of trapping mechanisms is also needed for calculation of the basin-scale assessments [35]. In CSLF methodology for deep saline aquifers, storage estimations based on structural and stratigraphic trapping mechanisms are similar to depleted oil and gas reservoirs, whereas the mass of CO2 related to the effective storage volume would be more difficult to calculate. Moreover, the storage estimation based on solubility trapping at the basin and regional scales can be calculated by the relation proposed by Bachu and Adams [36, 41].
Bachu et al. proposed a theoretical approach to CO2 storage estimation considering each type of trapping mechanism in deep saline aquifers [26]. They introduced a simple time-independent volumetric equation used for depleted oil and gas reservoirs in which the traps have been saturated by water rather than being occupied with hydrocarbons. Similar to equation mentioned above, a relation related to the CO2 mass storage limitation also has developed here for basin- and regional-scale assessments, which can be utilized for theoretical and effective capacity estimations. For residual gas trapping method, the storage volume can be calculated with a time-dependent equation proposed by the authors with regard to the concept of actual CO2 saturation at flow reversal by Juanes et al. [43]. The solubility mechanism is a time-dependent, continuous, and slow process which can be performed effectively after finishing the injection process. If this trapping system occurs in thick and high permeable aquifers, a convection cell can be constituted and the dissolution process will be improved, while in the case of thin aquifers, this mechanism is less efficient [44, 45]. Capacity storage at the basin and regional scale can be assessed through an equation proposed by Bachu and Adams whereas at the local and site scale, numerical simulation is required for precise estimation of the storage capacity [41]. Estimation through mineral trapping cannot be applied at the regional and basin scales due to the lack of available data and the complex intrinsic of mineral trapping and the chemical and physical related mechanisms. The only remaining approach is numerical simulation which is suitable for site and local scale during a long period of time. According to recent research, mineral trapping mechanism can be compared to the solubility mechanisms with regard to the long time period required here [46, 47]. Hydrodynamic trapping mechanism consists of all the mentioned features of the mechanism and it needs various time scales for acting. This process cannot be evaluated at regional and basin scale estimations due to the different acting time scales through various trapping mechanisms. Hence, it should be considered in a specific point of time and the numerical simulation applied to estimate the storage capacity at local and site scales [26, 48].
De Silva and Ranjith conducted a complete investigation related to the CO2 estimation methods on saline aquifers and assessed different aspects of the estimation process such as operating time frame, resource circles (pyramids), and trapping mechanisms and factors affecting the storage capacity [50]. The proposed equations in each trapping system are based on the relations recommended by Bachuet al. [26]. The evaluated parameters which can affect the storage capacity consist of in-situ pressure, injectivity, temperature, permeability, and compressibility. According to De Silva and Ranjith, eight methods have been introduced to estimate theoretical and effective capacity of CO2 storages (volumetric method, compressibility method, flow simulation, flow mathematical models, dimensional analysis, analytical investigation, Japanese methodology, and Chinese methodology), while to calculate the practical and matched capacities, the local conditions need to be considered [26, 49, 50]. In a quick and simple volumetric method, the porosity, area, thickness, and storage efficiency of the storage reservoirs are important in capacity estimation according to an equation mentioned by DOE and Ehlig-Economides and Economides [see 51, 52], while van der Meer and Yavuz have proposed another equation to measure the CO2 mass [53]. To calculate the volume of CO2 per volume of the aquifers, Eccles et al. have introduced another relation including measuring the effective capacity storage at a special depth [54]. The more comprehensive equation to calculate the storage capacity by compressibility method was shown by Zhou et al. [55]. The most effective method to assess the capacity is the flow simulation which includes volumetric formulas and more reservoir parameters rather than other methods [56]. Mass balance and constitutive relations are accounted in mathematical models to capacity assessment and dimensional analysis consists of fractional flow formulation with dimensionless assessment and analytical approaches [33]. From the formulations demonstrated by Okwen and Stewart for analytical investigation, it can be deduced that the CO2 buoyancy and injection rate have affected the storage capacity [57]. Zheng et al. have indicated the equations employed in Japanese and Chinese methodology and have noted that some parameters in Japanese relation can be compared to the CSLF and DOE techniques [58].
2.3. Estimation techniques in coal beds
According to the IPCC 2005, the coal bed storage process is currently in the demonstration phase. MacDonald of Alberta Energy reported the storage in coal bed in 1991 for the first time [59]. One of the most prominent factors to guarantee the successful economic CO2 storage process is the permeability of coal and it should be more than 1 mD (miliDarcy) [60]. The main problem in CO2 storage in coal bed process is the limitation of available data about location and capacity of promising sites [30, 26, 28]. It should be noted that the main trapping mechanism in storage process regarding the coal beds is adsorption, and it is necessary to assess the rank, grade, and type of the coal in order to achieve more information about adsorption capacity of the coals [35].
The CSLF and DOE proposed models such as volumetric equation to estimate the coal capacity through substituting the intrinsic methane by injected CO2 process. Bachu et al. have reported the relation demonstrating the initial gas in place after coal adsorption process proposed by van Bergen et al. and White et al. [59, 61, 62]. One should keep in mind is that since the adsorption is one of the main parts of the storage process, adsorbed gas capacity estimation is also important to investigate [63]. Langmuir equation is a simple and efficient relation for single-layer adsorption capacity estimation in low-pressure conditions [64–66]. In case of high pressure and high temperature, other methods are more suitable such as Bi Langmuir, extended Langmuir, Sips, Langmuir-Freundlich, Toth, UNILAN, two-dimensional EOS, LRC (loading ratio correlation), Dubinin-Radushkevich (D-R) and Dubinin-Astakhov (D-A) [59, 67–73]. A modified Langmuir and Toth correlation was expressed by Himeno et al. and Bae and Bhatia, which includes the substitution of pressure by fugacity high dense phase conditions [74, 75]. Another mathematical power equation proposed by Saghafi et al. can be used to estimate the adsorption capacity [66].
Storage capacity estimation for the stored gas content can be performed through the equation suggested by White, van Bergen et al., CSLF, and Vangkilde et al. [61, 76, 77]. Palarski and Lutynski expressed another relation to estimate the CO2 storage components in coal seams [78]. To estimate the large-scale storage capacity of 45 important coal basins during Enhanced Coal Bed Methane Recovery (ECBM) in China, Li et al. used an equation which can be modified to a simpler form without considering the different coal bed basins [63, 79].
3. CGS: Modeling and Simulation
To study the behavior of CO2 during and after the CGS process, numerical modeling is considered as the only effective tool prior to the experimental and field demonstrations instead of analytical and semi-analytical solutions on account of some limitations and simplifications [80–83]. In the past few years, various numerical modeling and reservoir simulations approaches have been documented in the literature at the pilot and commercial scales which are using common numerical methods such as finite difference, finite element, and finite volume methods. One of the most efficient means for reservoir modeling is TOUGH2 simulator developed by Pruess et al. and used successfully in Rio Vista reservoir. In this study, an extension of EOS7R and EWASG modules have been developed to simulate the gas and water flow called EOS7C [84-88]. Omambia and Li carried out a CO2 numerical modeling in a deep saline aquifer (Wangchang basin, China) using a fluid/property module of TOUGH2 called ECO2N which is adapted from EWASG module [89]. This module was evaluated in a separate study for the CGS process in saline aquifers by Pruess and Spycher [86, 90]. TOUGHREACT, a non-isothermal reactive geochemical transport code, was utilized to simulate the CO2 disposal in deep aquifers by Xu et al., which was performed by merging the reactive chemistry term into the TOUGH2 framework [91–95]. An efficiency evaluation of CGS was performed in Frio brine pilot project using the TOUGH2 simulator to identify the uncertainties related to nature of the earth by Hovorka et al. [96]. In a previous study at the University of Stuttgart, the MUFTE-UG simulator has been evaluated for CO2 sequestration in various fields of application such as simulation, CO2SINK, and CO2TRAP [97, 98]. At the Ketzin CO2 storage site, the ECLIPSE 100/300 and MUFTE-UG codes were employed to perform a history matching [99]. Pawar et al. have investigated a preliminary study to model and simulate the CGS in a depleted oil reservoir by ECLIPSE 100 [100]. Another 2/3 dimensional simulation survey with consideration of reactive flow and transport in deep saline aquifers has been performed by Kumar et al. with GEM simulator (computer modeling groups) [101]. ECLIPSE and DuMux simulators are also taken into consideration to understand the thermal effect during CO2 injection and movement in the porous medium.
According to the CGS simulation methods, there have been some comparative investigations between the various simulators, such as reported by David et al. and Jiang [102]. David et al. have compared six simulators for numerical simulation of CGS in coal beds: (1) GEM, (2) ECLIPSE, (3) COMET2, (4) SIMED II, (5) GCOMP, and (6) METSIM 2. Additional features are needed to be taken into consideration based on Law et al., such as coal matrix swelling, diffusion of mixed gas, non-isothermal effect, water movement, and so on [103]. According to the recent survey by David et al. GEM and SIMED II are suitable to consider multi-component liquids while ECLIPSE and COMET 2 can handle only two component fluids [103, 104]. In 2011, Jiang demonstrated an overview of the various simulator applications and their numerical features including TOUGHREACT, MUFTE, GEM, ECLIPSE, DuMux, COORES, FEHM, ROCKFLOW, SUTRA, and other types of simulators. Numerical methods and physical models play an important role in the simulators outcomes. Selecting the best simulator among those presented above is highly based on the desired application. For example, the ELSA simulator can be applied efficiently in semi-analytical estimation of fluid distributions; ROCKFLOW is suitable in the case of multi-phase flow and solute transport modeling; GEM is an aqueous geochemistry tool while for the low-temperature situation PHREEQC is more applicable; and for the multi-component, three phase, and 3D fluid flow simulation with consideration of reservoir heterogeneities, COORES would be a robust means [85, 102, 104, 105]. Zhang et al. had a quick look on different types of simulators mentioned earlier and have suggested a new parallel multi-phase fluid flow simulator for CGS in saline aquifers called TOUGH+CO2 which has been developed on the basis of a modified TOUGH2 family of cods, TOUGH+ and TOUGH2-MP including all the ECO2N features capabilities [83]. This brand new simulator has proved to be a successful and robust means, which has been used in a number of large-scale simulation projects [106–113].
Another group of surveys has focused on the direct modeling of some effective transport phenomena which are essential for predicting parameters that have an important role in underground gas sequestration process such as diffusivity and convection. Azin et al., in 2013, have conducted study regarding correct measurement of diffusivity coefficient [114]. The modeling was based on a method proposed by Sheika et al. to analyze pressure decline data and the impact of pressure and temperature on the measurement of diffusivity coefficient [114]. GholamiY., et al., in 2015, have also investigated the measurement of CO2 diffusivity in synthetic and saline aquifer solutions at reservoir conditions with emphasis on the role of ion interactions [114–117]. A non-iterative thermodynamic predictive model has investigated by Azin et al. to calculate the effect of gas solubility [118–120]. The effects of convective dissolution and diffusivity mixing have also been surveyed with finite-element method by GholamiY., et al. They have used Streamline Upwind Petrov-Galerkin (SUPG) method and crosswind artificial diffusion and found that the dissolution is controlled by convective dissolution in bulk water [115, 121]. Another numerical simulation was done by Azin et al. to predict the onset of instability in CO2 underground injection [114]. It was found that depending on Rayleigh number, there is a wave number at which instability occurs earlier and grows faster [114].
4. CGS: Monitoring and Verification
Precise monitoring and verification is required to have an appropriate risk management strategy for the CGS projects [1]. The monitoring and verification process should be commenced from site selection and characterization followed by atmospheric and remote sensing, near and deep surface methods, as well as well bore-monitoring techniques. Different types of monitoring tools are introduced and used in recent literature: acoustic velocity structure imaging by seismic, density distribution imaging by gravity, electrical resistivity structure imaging, and fluid content imaging of potential reservoir rocks by the electromagnetic methods [20, 122]. After injecting the CO2 into the sequestration sites, electromagnetic and gravitation sensors are employed for seismic surveys of storage integrity such as CO2 flow and transportation quality in porous media and behavior of cap rock in contact to the CO2. The leakage measurement in atmospheric level can be done by open path, flux tower, and InSAR systems (satellite-based infrared and interferometric synthetic aperture radar) [20].
Otway Basin Pilot project in Australia is the first CGS project in which monitoring techniques were used [122]. In 2010, the CSEM have considered landing base imaging and passive magnetotelluric in deep crustal scales surveys by Sreitch and colleagues [124]. According to the surveys performed by Arts et al. and Chadwick et al., the 4D gravity and seismic techniques have been successfully accomplished in Sleipner site [125–127]. The 4D vertical seismic profiling (VSP) has been commonly used to quantitative monitoring of the CO2 plume with tracer injection, well logging, micro-seismic and pressure–temperature measurements which is applied successfully at Frio and Nagaoka project [128–144]. In Frio Brine and Otway Pilot projects, tracer monitoring has been employed to assess the CO2 breakthrough [145, 146]. The Eddy covariance and hyperspectral imaging in a shallow subsurface site are important computational issues that were examined to monitor the CO2 leakage in Montana [147, 148]. Another successful surface monitoring technique tested at In Salah project was InSAR which was incorporated into other monitoring techniques such as seismic, gravity, and electromagnetic [149–153]. At Ketzin sequestration site, the monitoring methods included cross-hole resistivity, seismic, and microbiology with temperature and pressure profiling [154-160].
5. Conclusions
In summary, the methods of theoretical and effective capacity estimation of CO2 storage comprise volumetric and compressibility methods, flow mathematical and simulation models, dimensional analysis, analytical investigation and Japanese/Chinese methodology.
The CSLF model employs a techno-economic resource pyramid in the capacity estimation process for depleted oil and gas reservoir, while the DOE model utilizes volumetric equations and Monte Carlo approach by incorporating various trapping mechanisms. According to the CO2CRC, storage capacity classification in terms of oil and gas fields is the easiest among the other geological options due to the greater amount of data. A volumetric equation has been proposed to CO2 storage estimation in the most favorable storage option (saline aquifers) while each type of trapping mechanism is also needed for calculation of the basin-scale assessments. The CSLF methodology has been considered for deep saline aquifers as well as depleted oil and gas reservoir based on structural and stratigraphic trapping mechanisms. Estimation through mineral trapping cannot be applied at the regional and basin scales due to lack of data availability. The only remaining approach, numerical simulation, is suitable for site and local scale for a long period of time. Despite the application of the hydrodynamic trapping mechanism in various time scales, it cannot be evaluated at regional- and basin-scale estimation. To calculate the storage capacity based on compressibility concept, a more comprehensive equation has been addressed recently including flow simulation employing volumetric formulas and more reservoir parameters.
In coal bed capacity estimation, the Langmuir equation provides a simple and efficient relation for single layer low-pressure conditions. In the case of high pressure and high temperature, Bi Langmuir, extended Langmuir, Sips, Langmuir-Freundlich, Toth, UNILAN, two-dimensional EOS, LRC (loading ratio correlation), Dubinin–Radushkevich (D-R), and Dubinin-Astakhov (D-A) are more suitable.
One of the most efficient means for reservoir modeling is the TOUGH2 simulator developed in Rio Vista reservoir and an extension of EOS7R and EWASG modules also has been proposed to simulate the gas and water flow called EOS7C. A fluid/property module of TOUGH2 called ECO2N has been utilized for CO2 modeling in saline aquifers. TOUGHREACT, a non-isothermal reactive geochemical transport code, was utilized to simulate the CO2 disposal in deep aquifers by entering the reactive chemistry term into the TOUGH2 framework. MUFTE-UG simulator has been evaluated for CO2 sequestration in various fields of application such as simulation, CO2SINK, and CO2TRAP. Another survey with consideration of reactive flow and transport in deep saline aquifers has been performed using the GEM simulator. ECLIPSE and DuMux simulators are also taken into consideration in a study to understand the thermal effect during CO2 injection and movement in the porous medium.
Six simulators including GEM, ECLIPSE, COMET2, SIMED II, GCOMP, and METSIM2 have been compared for CGS in coalbeds. GEM and SIMED II simulators are suitable for multi-component liquids while ECLIPSE and COMET2 can handle only two component fluids. Other comparison studies including TOUGHREACT, MUFTE, GEM, ECLIPSE, DuMux, COORES, FEHM, ROCKFLOW, SUTRA, and other types of simulators have been carried out throughout the world. Selecting the best simulator among those presented is highly based on the desired application. The ELSA simulator can be applied efficiently in semi-analytical estimation of fluid distributions. ROCKFLOW is suitable in the case of multi-phase flow and solute transport modeling. GEM is an aqueous geochemistry tool, while for the low temperature situation PHREEQC is more applicable. For multi-component, three phase, and 3D fluid flow simulation with consideration of reservoir heterogeneities, COORES would be a robust means. The new parallel multi-phase fluid flow simulator for CGS in saline aquifers called TOUGH+CO2 has been developed on the basis of a modified TOUGH2 family of cods, TOUGH+ and TOUGH2-MP including all the ECO2N feature capabilities and has proved to be a successful and robust means in a number of large scale simulation projects.
The CSEM have considered landing base imaging and passive magnetotelluric in deep crustal scale surveys in 2007. The 4D gravity and seismic methods have performed well in the Sleipner project. The 4D vertical seismic profiling (VSP) has been commonly used for quantitative monitoring of the CO2 plume with tracer injection, well logging, and micro-seismic and pressure-temperature measurements with successful application at Frio and Nagaoka. In Frio Brine and Otway Pilot projects, tracer monitoring has been employed to assess the CO2 breakthrough. The Eddy covariance and hyperspectral imaging in a shallow subsurface site are important computational issues that were examined to monitor the CO2 leakage in Montana. Another successful surface monitoring technique tested at In Salah project was InSAR which incorporated to other monitoring techniques such as seismic, gravity, and electromagnetic. At Ketzin sequestration site, the monitoring methods included cross-hole resistivity, seismic, and microbiology with temperature and pressure profiling.
\n',keywords:"carbon dioxide, geological storage, CGS",chapterPDFUrl:"https://cdn.intechopen.com/pdfs/49907.pdf",chapterXML:"https://mts.intechopen.com/source/xml/49907.xml",downloadPdfUrl:"/chapter/pdf-download/49907",previewPdfUrl:"/chapter/pdf-preview/49907",totalDownloads:3140,totalViews:213,totalCrossrefCites:1,totalDimensionsCites:3,totalAltmetricsMentions:0,impactScore:1,impactScorePercentile:60,impactScoreQuartile:3,hasAltmetrics:0,dateSubmitted:"June 6th 2015",dateReviewed:"December 21st 2015",datePrePublished:null,datePublished:"March 30th 2016",dateFinished:"February 11th 2016",readingETA:"0",abstract:"Carbon dioxide sequestration has gained a great deal of global interest because of the needs and applications of mitigation strategy in many areas of human endeavors including capture and reduction of CO2 emission into atmosphere, oil and gas enhanced production, and CO2 geological storage. In recent years, many developed countries as well as some developing ones have extensively investigated all aspects of the carbon dioxide geological storage (CGS) process such as the potential of storage sites, understanding the behavior of CO2, and its interaction with various formations comprising trapping mechanisms, flow pattern, and interactions with formation rocks and so on. This review presents a summary of recent research efforts on storage capacity estimation techniques in most prominent storage options (depleted oil and gas reservoir, saline aquifers and coal beds), modeling and simulation means followed by monitoring and verification approaches. An evaluation of the more interesting techniques which are gaining attention in each part is discussed.",reviewType:"peer-reviewed",bibtexUrl:"/chapter/bibtex/49907",risUrl:"/chapter/ris/49907",book:{id:"4697",slug:"greenhouse-gases"},signatures:"Kakouei Aliakbar, Vatani Ali, Rasaei Mohammadreza and Azin Reza",authors:[{id:"177143",title:"Ph.D. Student",name:"Aliakbar",middleName:null,surname:"Kakouei",fullName:"Aliakbar Kakouei",slug:"aliakbar-kakouei",email:"alia.kakouei@ut.ac.ir",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",institution:{name:"University of Tehran",institutionURL:null,country:{name:"Iran"}}},{id:"177149",title:"Dr.",name:"Mohammadreza",middleName:null,surname:"Rasaei",fullName:"Mohammadreza Rasaei",slug:"mohammadreza-rasaei",email:"mrasaei@ut.ac.ir",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",institution:null},{id:"177150",title:"Dr.",name:"Reza",middleName:null,surname:"Azin",fullName:"Reza Azin",slug:"reza-azin",email:"reza.azin@gmail.com",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",institution:null},{id:"177151",title:"Dr.",name:"Ali",middleName:null,surname:"Vatani",fullName:"Ali Vatani",slug:"ali-vatani",email:"avatani@ut.ac.ir",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",institution:null}],sections:[{id:"sec_1",title:"1. Introduction",level:"1"},{id:"sec_2",title:"2. CGS: Storage Capacity",level:"1"},{id:"sec_2_2",title:"2.1. Estimation techniques in depleted oil and gas reservoir",level:"2"},{id:"sec_3_2",title:"2.2. Estimation techniques in saline aquifers",level:"2"},{id:"sec_4_2",title:"2.3. Estimation techniques in coal beds",level:"2"},{id:"sec_6",title:"3. CGS: Modeling and Simulation",level:"1"},{id:"sec_7",title:"4. CGS: Monitoring and Verification",level:"1"},{id:"sec_8",title:"5. Conclusions",level:"1"}],chapterReferences:[{id:"B1",body:'IPCC: Special report on carbon dioxide capture and storage. 2005; Intergovernmental Panel on Climate Change (IPCC), Prepared by the IPCC work group III, Metz, B., Davidson, O., de Conick, H.C., Loos, M., Meyer, L.A. Cambridge University Press, Cambridge: 442.'},{id:"B2",body:'IPCC: Summary for policymakers. 2007; Intergovernmental Panel on Climate Change (IPCC), In: Solomon, S. (Ed.), Climate Change 2007: The Physical Sceince Basis. 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In: Proceedings of 7th International Conference on Greenhouse Gas Control Technologies, Vancouver, Canada. 2005; 1353–1359.'},{id:"B151",body:'Matheison A., Wright I.W., et al.: Satelite imaging to monitor CO2 movement at Krechba, Algeria. 2009; Energy Procedia 1: 2201–2209.'},{id:"B152",body:'Onuma T. and Ohkawa S.: Detection of surface deformation related to with CO2 injection by DInSAR at In Salah, Algeria. 2009; Energy Procedia 1: 2177–2184.'},{id:"B153",body:'Rutqvist J., Vasco D.W., et al.: Coupled reservoir-geochemical analysis of CO2 injection at In Salah, Algeria. 2009; Energy Procedia 1: 1847–1854.'},{id:"B154",body:'Forster A., Norden B., et al.: Baseline characterization of the CO2SINK geological storage site at Ketzin, Germany. 2006; Environmental Geosciences 13: 145–161.'},{id:"B155",body:'Juhlin C., Giese R., et al.: Case history: 3Dseismics at Ketzin, Germany: the CO2SINK project. 2007; Geophysics 72: B121–B132.'},{id:"B156",body:'Yordkayhun S., Julin C., et al.: Shallow velocity-depth model using first arrival traveltime inversion at the CO2SINK site, Ketzin, Germany. 2007; Journal of Applied Geophysics 63: 68–79.'},{id:"B157",body:'Kazemeini H., Juhlin C., et al.: Application of the continuous wavelet transform on seismic data for mapping of channel deposits and gas detection at the CO2SINK site, Ketzin, Germany. 2008; Geophysics Prospect 57: 111–123.'},{id:"B158",body:'Giese R., Henninges J., et al.: Monitoring at the CO2SINK site: a concept integrating geophysics, geochemistry and microbiology. 2009; Energy Procedia 1: 2251–2259.'},{id:"B159",body:'Prevedel B., Wohlgemuth L., et al.: The CO2SINK boreholes for geological CO2-storage testing. 2009; Energy Procedia 1: 2087–2094.'},{id:"B160",body:'Schilling F., Borm G., et al.: Status report on the first European on-shore CO2 storage site at Ketzin, Germany. 2009; Energy Procedia 1: 2029–2035.'}],footnotes:[],contributors:[{corresp:null,contributorFullName:"Kakouei Aliakbar",address:null,affiliation:'
Chemical Engineering Department, College of Engineering, University of Tehran, Tehran, Iran
Department of Petroleum Engineering, Faculty of Petroleum, Gas and Petrochemical Engineering, Persian Gulf University, Bushehr, Iran
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1. Introduction
Mine shafts along with hoisting systems are ones of the most important parts of underground mines’ technological chain. Their correct work is crucial for mine economy and safety of miners and all of the mine’s infrastructure. Mine shafts, especially those equipped with hoists, are necessary for the transport of materials, staff, and excavated material. Mine shafts are the only way of rescue from the mine workings. They are also needed for a proper work of mine ventilation system [1].
Mine shafts infrastructure is under constant influence of destructive forces, both geological and anthropogenic origin, which are caused by number of factors, such as local deposit’s tectonics (geological structure), rock mass movements caused by pressure effecting from deposit exploitation, atmospheric conditions, groundwater acting on the shaft lining etc. Law and safety regulations ensure that condition of shaft lining and infrastructure is controlled to provide proper levels of safety and efficiency of the shaft. Reliable periodic inventory and tests are made to prevent shaft lining and equipment from destruction. To ensure shaft’s safety, despite conducted tests, competent analysis of collected data and quick decision making are needed. It is sometimes necessary to take actions, such as cessation of shaft’s operation, repair of shaft equipment elements, which are costly, but necessary to prevent further shaft destruction and to ensure safety of the mine, environment and, most important of all, people’s lives and health [2].
Incorrect or unreliable monitoring of shaft infrastructure and data analysis or negligence in those processes can lead to tragic consequences. Proof of how important is proper mine shaft control and monitoring, is an incident, which took place on September 4th 2008 in “Szczygłowice” colliery, part of “Kompania Węglowa S.A.”, located in Knurów, Silesian voivodeship, Poland. As the result of this incident, shaft top building of shaft V, main ventilators station, former hoist building, head frame and elements of electricity infrastructure were destroyed [3, 4].
Shaft lining’s instability caused sinkhole with radius about 30 metres. Around the sinkhole a danger zone with radius about 100 metres were created. The incident caused abnormalities of functioning of ventilation system both “Szczygłowice” colliery and adjacent “Knurów” mine. In the effect of this, concentration of gases in workings exceeded limits, which was a reason of evacuation of 433 employees of “Szczygłowice” and 92 workers of “Knurów” mine (509 people total). There were no fatalities [5].
Photos below (Figure 1) presents sinkhole and remains of the shaft V.
Figure 1.
Sinkhole and remains of shaft V, Szczygłowice coaliery [6].
Despite of the rapid character of buildings collapse and sinkhole propagation, the incident was foreseeable. Tests conducted in the shaft V remains showed faults of the shaft lining, which led to the incident. However, incidents which are impossible or almost impossible to foreseen also happen in mines. For example, in R-II shaft of “Rudna” copper mine, part of KGHM Polska Miedź S.A., shaft of the hoisting machine was partially broken in 2011. It resulted in temporal suspension of the mining shaft operation, which brought huge financial loss for the whole company, because hoisting system operating in R-II shaft was one of the most important elements of technological chain not only of the “Rudna” main, but also for the whole KGHM [7].
Photos below (Figure 2) presents fracture of the hoist’s shaft.
Figure 2.
Fracture of hoist’s shaft [8].
Many different incidents happened in the long history of mining One of their numerous reasons is lack of proper mine shafts control, caused either because of the lack of possibilities of conducting one or negligence in monitoring.
2. Control and revision of shaft infrastructure
As it was said before, technical condition of mine shafts’ lining and equipment is a foundation for safe underground mine operation. Figure 3 presents influence of the main workings technical condition on safety of the whole underground mine and its vicinity.
Figure 3.
Influence of technical condition of shaft infrastructure on underground mine’s safety.
As it was indicated in the introduction, application of Digital Twin system will improve the safety of the whole underground mine. Mine shafts are crucial for maintaining proper mine ventilation and providing transport of people, materials and excavated material. In case of danger, they are the way of staff evacuation, which is essential for people’s safety.
It is obvious that condition of particular shaft elements, like hoisting machine, shaft lining or shaft members is reflected in the safety of mine shaft operation. Inappropriate operation of some of these elements can lead to a stoppage of shaft operation, which affects mine’s economic performance. In extreme situations, such as those presented in introduction, economic performance of the mine is in a serious danger, because of high cost of claiming the settlement. What is even more important, such situations can cause serious threat for staff of the mine, as well as for bystanders, as mine shafts are sometimes located in the urbanized area.
Instability of shaft’s lining can be caused by:
static load and change in conditions of cooperation of lining and rock mass,
groundwater flow through the lining,
deformational load of rock mass,
dynamic rock tremors,
utility factors and technological defects,
aging of lining’s material.
Shaft lining damage can lead to serious failures or even disastrous consequences, such as those described in the introduction.
Effects of the shafts’ failures can be as follows:
hazard for employees’ lives or health,
malfunction of ventilation system,
water, methane or fire hazard,
shaft failure causing impossibility of its operation,
damage of buildings located on the surface,
necessity of temporary suspension of mine operation [1].
According to Polish law regulations mine shafts and their hoisting systems are considered main (literally called “basic”) elements of underground mine. Hoisting system with its whole equipment has to be maintained and controlled in a very strict manner, presented in regulations. Use of malfunctioning or broken hoisting system is strictly forbidden by the law [9].
Particular regulations require specific periods of time between specialized inventories of numerous shaft elements by different responsible people. These people are in particular different mine supervisors as well as appraisers.
2.1 Disadvantages of currently used systems
Mine shaft is an underground mine’s bottleneck, which efficiency is in a relationship with mine’s economic performance. Thus, it is desired to take all of the actions to prevent interference of the shaft elements control with its regular operation, as well as its temporal suspensions caused by potential failures or not scheduled maintenance works.
Methods of shaft monitoring are also considered not enough effective nor precise. To solve this problem, idea was presented to, utilizing modern technologies, visualize mine shaft data using specialized measuring methods and software. This way of data collecting, presenting and analysis can have positive impact on mine shaft levels of safety and effectiveness, by reducing time of non-operative work time of the hoisting system [10, 11].
3. Data visualization – the idea of digital twin of the mine shaft
During analysis of current state of art of mining, automatic and information technology, idea of mine shaft’s digital twin construction was born. Mine shaft equipment, with numerous monitoring devices, which data can be collected, analyzed and processed in real life, can effect in more reliable and accurate forecasts of failures or stoppages of shaft operation. The key factor of this idea’s success is integrity of applied solution. To provide full and complex data, it is needed to cover different elements of shaft elements monitoring. The most important of them is visual examination (using video cameras). The other aspects to analyze are power consumption, temperature of particular hoisting system elements, season, head frame deflection, etc. [12, 13].
The main problem to be solved is to state relationships between many, seemingly unrelated, factors. Future goal is to make the digital twin independent structure with decision making mechanism, to decide about the parameters of needed maintenance works or necessary stoppages. To achieve this goal, it is essential to spend time to “teach” the machine how to make appropriate and safe decisions, compliant with law regulations and experience of mine management and engineers. Having knowledge and experience, the machine should analyze collected data and their influence on other factors, as well as compare their quantities with limit values [14].
4. Devices for data visualization
4.1 Digital engineering solutions
Technologies developed by DES are engineering tools utilizing artificial intelligence for ACE market (architecture, construction and engineering) and asset management. DES’ solutions are also present on NDT market (non-destructive testing), as well as BIM and EAM.
Software developed by Digital Engineering Solution utilizes pictures and files taken by drone, phone or camera. Advanced algorithms provide image processing, which allows to observe changes on monitored objects, such as size and location of fracture (Figure 4), elements displacement, deflection etc. Collected data can be stored and evaluated to assess risk and reliability of analyzed solutions [15].
Figure 4.
Example of DES measurement application [15].
Characteristic features of DES solution are:
utilizing smartphones as measurement devices,
processing of photos and videos for infrastructure monitoring and damage detection (using artificial intelligence),
drafting 3D BIM models from photos (taken with smartphone or any other device, such as intrinsically-safe camera ATUT), as well as their updating with current test data (to assist in decision making process).
Use of DES platform allows to decrease time needed for monitoring process initiation from days to minutes. DES innovative solution is an answer for global need for low-cost monitoring systems. In terms of pandemic crisis and quick technological advance it is a real issue [15].
4.2 ATUT, intrinsically-safe system
Specific environment of the monitored object force usage of devices with particular features and complying certain safety standards. Such solutions, which meet mining industry safety standards are produced by Polish company PPHU ATUT sp. z o.o., so they can be used to extend potential of digital twin.
AT VIDEO system is used to obtain video footage from hard-to-reach places, as well as from areas which are particularly dangerous, in which attendance of people should be restricted. ATUT system support multiple video cameras at the same time and data transmission of digital image in mine workings and on the surface, using fiber-optic Ethernet network. Such solution enables reduction of fibers number.
ATUT, intrinsically-safe video system consists of:
AT-NODE/G – node of redundant fiber-optic backbone,
PZW-1/ATViso-2 – surface visualization unit using ATVisio-2 software,
IKA-1 video camera is a standard system element. This camera is equipped with automatic aperture control, regulating light intensity. In case of extremely-low illumination the camera sets itself in the black and white mode. Recorded image is transferred by fiber-optic network or coaxial cable with tele-technical twisted pair. If utilization of fiber-optic installation is impossible, fiber-optic video converter might be used [16].
Diagram of the system’s idea is shown in Figure 5.
Figure 5.
Idea of AT-VIDEO system application in an underground mine [16].
There are also other solutions utilizing data visualization available on the market, such as:
ATUT-RFID – system that allows assessment of type and mass of materials transported with the hoist influence on correctness of hoisting system work,
AT-Location – system used to localize mine workers both in underground workings and on the surface (as well as during transportation in man shaft). Data is collected in near-real-time and saved [17].
4.3 3D scanning
In the last few years one can see rapid development of laser scanning technology. Numerous researches and tests are carried out on its use for inventories. Skala 3D company introduced mobile system for automatic mine shafts geometry measurement, which provides full and precisely mapped model of the object. It is based on data collected by laser scanners and inertial unit. Use of GPS is impossible for measurements carried out with the system, because tests are conducted underground. Thus, trajectory of scanners’ motion is determined by geometrical data, accelerometers and gyroscopes of inertia unit. System is also equipped with set of vibroisolators, to prevent influence of platform’s vibrations during its movement in the shaft [18, 19].
The whole system presented above is a fully calibrated measurement unit, which can provide spatial data from measurements of analyzed shaft in relatively short time. Accuracy of measurement is about 2–3 mm in one measurement plane. The system is considered accurate enough for in situ tests in mine shafts [19].
4.4 GPS measurements
In specialized literature one can find multiple examples of use of GPS measurements undertaken for civil engineering and also for mining engineering. One of them is its use for Polish coal mine LW Bogdanka, where in year 2012, system of head frames tops displacements monitoring, applied by Department of Geomechanics, Civil Engineering and Geotechnics of AGH UST in Krakow. Final effects were satisfactory. Broad range of GPS use possibilities as well as positive research experience indicates that this technology might be very useful for similar purposes [20]. Figure 6 presents head frames of Bogdanka’s shafts with GPS antennas mounted on their tops.
Figure 6.
Head frame of S1.2 shaft, LW Bogdanka coaliery.
4.5 Other devices
To provide full control of mine shaft infrastructure numerous other devices can be used. Examples of such devices are thermal imaging cameras installed on different elements of shafts or hoisting systems to monitor temperature of breaks, hoist shaft, etc. Such applications might be useful for control of hoisting system performance. Thermal cameras systems for mine shaft’s applications must be intrinsically safe and have wide measuring range, to provide safe work during all phases of shaft’s operation, including its sinking (with utilization of rock mass freezing).
4.6 Geotechnical monitoring of rock mass and mine shaft lining
Proper shaft lining monitoring is crucial to provide safe shaft operation. It is required by Polish law on every phase of shaft existence – its sinking, operation and liquidation. Tests cover several parameters of shaft elements and equipment, such as:
condition of shaft lining, defined by observations, destructive and non-destructive tests,
One of the most important factors of proper mine shaft’s monitoring is arrangement of measurement devices. Such theoretical devices arrangement is shown in Figure 7.
Figure 7.
Example of devices’ arrangement for mine shaft monitoring.
4.7 Idea of monitoring system
Complex graph of idea of monitoring system is presented in Figure 8.
Figure 8.
Idea shaft lining and hoist monitoring system.
4.8 Management of diagnostics
To provide effective operation of a shaft and its infrastructure, proper planning of all suspensions, maintenance works, revisions, controls and inventories is needed. Digital twin of mine shaft might be useful for that purpose. However, to ensure complete diagnostics management it is worth employing models and applications used in civil engineering. Their utilization in mine shaft monitoring should significantly improve safety and economic performance of the mine. Application proposed for diagnostics management of the shaft infrastructure as well as the whole mine are presented below.
BIM (Building Information Modeling) – is a process supported by various tools, technologies and contracts involving the generation and management of physical and functional characteristics of places. Parametrical data is gathered to provide information about analyzed infrastructure. BIM is a tool for generating building data, its designing and management during operation. BIM’s characteristic feature is easy access to data, so all stakeholders can have access to the same complete information. Parametric data record ensures possibility of computer modeling of building (basing on tables, calculations, data analysis, etc.). Use of BIM goes beyond the planning and design phase of project, extending throughout the building life cycle. The supporting processes of building lifecycle management includes cost management, construction management, project management, facility operation and application in green building. The most popular BIM software are programs Autodesk Revit and Graphisoft Archicad.
BIM models are visually attractive but not automatically updated, so they do not contain current data about state of the infrastructure or its damages. Thus, it is recommended to extend BIM models using other technologies. Digital data of BIM model is often supported using additional applications. Some of these applications are presented below.
4.9 Mobile applications in civil engineering
Doxcel utilizes software based on artificial intelligence for image analysis to give real-life information about timeliness of scheduled operations, budget implementation or even quality of work at construction site.
Building System Planning is a solution based on automation of civil engineering project planning. One of its elements is GenMEP, software used for automation of mechanics, electric and hydraulic installation design, in terms of BIM. For example, GenMEP can automatically and autonomously design different installations for building of which its 3D model was previously made. Purpose of use of such software is to prevent colliding several installation elements in one place.
Autodesk BIM 360 DOSC is an application for management of documents on construction site, which is also adapted for teamwork. There are also similar software solutions available on market, e.g., PLANGRID and PROCORE. Usually they provide photo documentation management, but without advanced image analysis. Their most important features are reporting, time and budget management. They also support management of contacts, meetings, deliveries, etc. There are also other applications for individual clients, such as mobiDOM, which consist of schedule, organizer, contact database, etc.).
Digital Engineering Solutions in cooperation with Przedsiębiorstwo Budowy Szybów S.A. (Shaft Sinking Company, part of JSW Group) developed an application prototype for digital twin development. The concept and real-life application possibilities are currently an objective of further development. Picture above (Figure 9) presents an example of a model made with this application.
Figure 9.
Model of mine shaft and hoisting system made with DES’s application.
Presented application enables user to present data in graphical form, as well as show relationships between them. Figure 10 presents graphs and relationships of brake temperature and rope condition (on the left side) and break temperature and tower displacements (on the right-hand side). In the Figure 11 table made with DES’s app and presenting data listed above is shown. Orange and red color indicates dangerous states.
Figure 10.
Graphs of shaft elements’ data and relationships between them.
Figure 11.
Table of shaft element’s data.
5. Discussion
Table 1 below presents simplified SWOT analysis of proposed solution of Digital Twin. Obvious advantages of such system are improvement of safety in the mine workings in which monitoring is to be used. Improvement of economic performance of the mine is possible only if investment costs and spending on training or hiring qualified staff are not too high. However, it is very hard to assess real saving achieved by application of Digital Twin. It might be real issue, because saving in case of situations similar to those presented in introduction might be huge, but in other cases they can be as well unnoticeable.
Strengths
Weaknesses
improvement of the safety in the mine shaft and its vicinity,
improvement of mine’s economic performance,
increase of the automation level of the mine
high investment cost,
demand for qualified staff,
problematic installation in operating shaft
Opportunities
Threats
possibility of detailed analysis of gathered data,
possibility of conducting research basing on archived data,
possible development of the system, covering other mine objects or different branches of industry,
potential financial profit
a conflict with some regulations (necessity of adjustment of law regulations),
necessity of employment or training highly qualified staff
Table 1.
Simplified SWOT analysis of digital twinning.
Idea of Digital Twinning is a pioneering solution in Polish mining industry. The coal-based industry suffers from underinvestment, which leads to a situation in which the whole industry is out-of-date. As the CO2 emission allowances’ prices are constantly raising, it might be hard to introduce such system in a dying industry. A chance for development of Digital Twin system is an industry of raw materials, such as copper etc., because demand for such resource is constantly growing.
6. Conclusion
In the chapter, idea of comprehensive monitoring system of mine shaft infrastructure, as well as tools supporting diagnostics management were introduced. Presented solution utilizes modern technologies, including BIM and Industrial Internet of Things. Main goal of digital twin of mine shaft is reduction of unscheduled suspensions of shaft operations and improvement of its safety, by constant shaft elements monitoring with analysis of gathered data. Mutual influence of different shaft elements and their impact on reliability of its operation can be also done basing on data collected during control process. In long time period it might reduce costs of shaft maintenance.
Theoretical model of mine shaft monitoring was prepared according to existing Polish law. Goal of this venture is to prepare comprehensive visualization of mine shaft and its equipment, to provide virtual analysis of its behavior. Monitoring system should be able to learn how to react for different events occurring in shaft elements, using systems such as ABB Ability™ or similar (SYSTEM PI) and proper monitoring unit. Decisions made by software might be displayed on responsible person’s computer screen. Systems such as DES consists of digitization both underground and surface infrastructure. In future it can provide assessment of mining damage, using scanning, modeling, EAM integration and, as an effect, introduction of BIM and EAM mechanisms. Such solutions might help reducing amount of money spent by mining companies to handle mining damage, which is real issue, because in 2018 only JSW Spent 92 million zł (approximately 25 million USD) for this. Presented idea is a only a theoretical solution, so it’s real life applications needs further analysis to determine amount of measuring devices, their location and performance in hard conditions of mine shaft. Digital model of mine shaft and hoisting system has a positive impact on economical effectiveness of mine and shaft itself, as well as safety of mine staff and infrastructure. On the side of disadvantages there are high investment cost, long time of system introduction and its “learning” and reliability of applied devices and systems. However, in long time perspective costs presented above are much lower than losses resulting from unscheduled suspensions of shaft operation. Improvement of people’s safety is also very important result of digital twin application.
\n',keywords:"mine shaft, data visualization, digital twin, digital model, mine shaft hoisting system, diagnostics, monitoring",chapterPDFUrl:"https://cdn.intechopen.com/pdfs/75296.pdf",chapterXML:"https://mts.intechopen.com/source/xml/75296.xml",downloadPdfUrl:"/chapter/pdf-download/75296",previewPdfUrl:"/chapter/pdf-preview/75296",totalDownloads:225,totalViews:0,totalCrossrefCites:3,dateSubmitted:"December 8th 2020",dateReviewed:"January 25th 2021",datePrePublished:"February 17th 2021",datePublished:"February 2nd 2022",dateFinished:"February 17th 2021",readingETA:"0",abstract:"The following chapter presents a concept of a virtual model of a mine shaft equipped with a hoisting system for the purpose of improving the processes of diagnostics management of shaft infrastructure and its monitoring. The chapter presents a proposal of improvement of broadly known processes such as: diagnostics and monitoring of shaft infrastructure using digital models of 3D structures, the BIM and Digital Twin idea. Implementation of such systems in the operating mine working was presented together with expected results of monitoring. As the presented solution is currently only a concept, development of such system in real application is necessary to asses real benefits of application of Digital Twin system.",reviewType:"peer-reviewed",bibtexUrl:"/chapter/bibtex/75296",risUrl:"/chapter/ris/75296",signatures:"Piotr Kalinowski, Oskar Długosz and Paweł Kamiński",book:{id:"9971",type:"book",title:"Data Science, Data Visualization, and Digital Twins",subtitle:null,fullTitle:"Data Science, Data Visualization, and Digital Twins",slug:"data-science-data-visualization-and-digital-twins",publishedDate:"February 2nd 2022",bookSignature:"Sara Shirowzhan",coverURL:"https://cdn.intechopen.com/books/images_new/9971.jpg",licenceType:"CC BY 3.0",editedByType:"Edited by",isbn:"978-1-83962-944-0",printIsbn:"978-1-83962-943-3",pdfIsbn:"978-1-83962-945-7",isAvailableForWebshopOrdering:!0,editors:[{id:"273838",title:"Dr.",name:"Sara",middleName:null,surname:"Shirowzhan",slug:"sara-shirowzhan",fullName:"Sara Shirowzhan"}],productType:{id:"1",title:"Edited Volume",chapterContentType:"chapter",authoredCaption:"Edited by"}},authors:[{id:"318919",title:"Ph.D.",name:"Paweł",middleName:null,surname:"Kamiński",fullName:"Paweł Kamiński",slug:"pawel-kaminski",email:"pkamin@agh.edu.pl",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",institution:{name:"AGH University of Science and Technology",institutionURL:null,country:{name:"Poland"}}},{id:"343647",title:"MSc.",name:"Piotr",middleName:null,surname:"Kalinowski",fullName:"Piotr Kalinowski",slug:"piotr-kalinowski",email:"pkalinowski@jswpbsz.pl",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",institution:null},{id:"343648",title:"MSc.",name:"Oskar",middleName:null,surname:"Długosz",fullName:"Oskar Długosz",slug:"oskar-dlugosz",email:"odlugosz@jswpbsz.pl",position:null,profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",institution:null}],sections:[{id:"sec_1",title:"1. Introduction",level:"1"},{id:"sec_2",title:"2. Control and revision of shaft infrastructure",level:"1"},{id:"sec_2_2",title:"2.1 Disadvantages of currently used systems",level:"2"},{id:"sec_4",title:"3. Data visualization – the idea of digital twin of the mine shaft",level:"1"},{id:"sec_5",title:"4. Devices for data visualization",level:"1"},{id:"sec_5_2",title:"4.1 Digital engineering solutions",level:"2"},{id:"sec_6_2",title:"4.2 ATUT, intrinsically-safe system",level:"2"},{id:"sec_7_2",title:"4.3 3D scanning",level:"2"},{id:"sec_8_2",title:"4.4 GPS measurements",level:"2"},{id:"sec_9_2",title:"4.5 Other devices",level:"2"},{id:"sec_10_2",title:"4.6 Geotechnical monitoring of rock mass and mine shaft lining",level:"2"},{id:"sec_11_2",title:"4.7 Idea of monitoring system",level:"2"},{id:"sec_12_2",title:"4.8 Management of diagnostics",level:"2"},{id:"sec_13_2",title:"4.9 Mobile applications in civil engineering",level:"2"},{id:"sec_15",title:"5. Discussion",level:"1"},{id:"sec_16",title:"6. Conclusion",level:"1"}],chapterReferences:[{id:"B1",body:'Czaja P.; Kamiński P. Wybrane zagadnienia technik i technologii drążenia szybów. Kraków: Szkoła Eksploatacji Podziemnej, 2016.'},{id:"B2",body:'M. Szade M.; Szot A. Techniczne metody kontroli podstawowych obiektów zakładu górniczego. Prace Naukowe Gig Górnictwo i Środowisko. 2006, 3.'},{id:"B3",body:'Wyższy Urząd Górniczy wug.gov.pl. [Online] 09 2008. [cited: 18 05 2020.] http://www.wug.gov.pl/bhp/04_09_2008.'},{id:"B4",body:'Wyższy Urząd Górniczy. wug.gov.pl. [Online] 09 2008. [cited: 18 05 2020.] http://www.wug.gov.pl/o_nas/wiadomosci_wug/Katastrofa-budowlana-w-KWK-Szczyglowice/idn:137.'},{id:"B5",body:'Baca-Pogorzelska Karolina. Rzeczpospolita. rp.pl. [Online] 31 03 2009. [cited: 18 05 2020.] https://www.rp.pl/artykul/284531-Zawalenie-szybu-w-Szczyglowicach-to-wina-czlowieka-.html'},{id:"B6",body:'nettg.pl. [Online] 26 02 2010. [cited: 18 05 2020.] https://nettg.pl/news/14148/sep-2010-dlaczego-runal-szyb-piaty-.'},{id:"B7",body:'Wyższy Urząd Górniczy Decyzja Urzędu Górniczego do Badań Kontrolnych Urządzeń Energomechanicznych. L. dz. UGB/0232/0001/11/01520/Sz.,'},{id:"B8",body:'Kowal L. Instytut Techniki Górniczej KOMAG. Maszyny Górnicze. 2013, 2'},{id:"B9",body:'Rozporządzenie Ministra Energii z dnia 23 listopada 2016 r. w sprawie szczegółowych wymagań dotyczących prowadzenia ruchu podziemnych zakładów górniczych'},{id:"B10",body:'Jabłoński M Jaśkowski W. Przegląd technik inwentaryzacji rury szybowej. Budownictwo i Architektura. 2016, 15(3).'},{id:"B11",body:'Kaleta H Założenia systemu monitorowania szybów górniczych w świetle wybranych uszkodzeń obudowy szybów. Systemy Wspomagania W Inżynierii Produkcji. 2017, 6.'},{id:"B12",body:'Battista N. Cheal, R. Harvey, C Monitoring the axial displacement of a high-rise building under construction using embedded distributed fibre optic sensors. 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Automatyzacja procesu przetwarzania danych obrazowych. Archiwum Fotogrametrii, Kartografii i Teledetekcji. 2014, 26.'},{id:"B20",body:'Tajduś A.; Stewarski E.; Kamiński P. Monitoring satelitarny GPS mikroprzestrzeni szczytów wież szybowych w kopalni LW, Bogdanka". Kraków: Akademia Górniczo-Hutnicza, 2012.'},{id:"B21",body:'Calikowski B. Bielceka.R. Odkształcenia, naprężenia, przemieszczenia i temperatury w obudowie szybu zmierzone aparaturą tensometryczną typu, SZAT-1″. Zjednoczenie Budownictwa Kopalń Rud. 1960.'}],footnotes:[],contributors:[{corresp:null,contributorFullName:"Piotr Kalinowski",address:null,affiliation:'
Przedsiębiorstwo Budowy Szybów S.A., ul. Hutnicza, Poland
Faculty of Mining and Geoengineering, AGH University of Science and Technology, al. Mickiewicza, Poland
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This topic will closely deal with all emerging trends in this discipline.",annualVolume:11411,isOpenForSubmission:!0,coverUrl:"https://cdn.intechopen.com/series_topics/covers/15.jpg",editor:{id:"441442",title:"Dr.",name:"Şükrü",middleName:null,surname:"Beydemir",fullName:"Şükrü Beydemir",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0033Y00003GsUoIQAV/Profile_Picture_1634557147521",institutionString:null,institution:{name:"Anadolu University",institutionURL:null,country:{name:"Turkey"}}},editorTwo:{id:"13652",title:"Prof.",name:"Deniz",middleName:null,surname:"Ekinci",fullName:"Deniz Ekinci",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002aYLT1QAO/Profile_Picture_1634557223079",institutionString:null,institution:{name:"Ondokuz Mayıs University",institutionURL:null,country:{name:"Turkey"}}},editorThree:null,editorialBoard:[{id:"241413",title:"Dr.",name:"Azhar",middleName:null,surname:"Rasul",fullName:"Azhar Rasul",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bRT1oQAG/Profile_Picture_1635251978933",institutionString:null,institution:{name:"Government College University, Faisalabad",institutionURL:null,country:{name:"Pakistan"}}},{id:"178316",title:"Ph.D.",name:"Sergey",middleName:null,surname:"Sedykh",fullName:"Sergey Sedykh",profilePictureURL:"https://mts.intechopen.com/storage/users/178316/images/system/178316.jfif",institutionString:null,institution:{name:"Novosibirsk State University",institutionURL:null,country:{name:"Russia"}}}]},{id:"17",title:"Metabolism",keywords:"Biomolecules Metabolism, Energy Metabolism, Metabolic Pathways, Key Metabolic Enzymes, Metabolic Adaptation",scope:"Metabolism is frequently defined in biochemistry textbooks as the overall process that allows living systems to acquire and use the free energy they need for their vital functions or the chemical processes that occur within a living organism to maintain life. Behind these definitions are hidden all the aspects of normal and pathological functioning of all processes that the topic ‘Metabolism’ will cover within the Biochemistry Series. Thus all studies on metabolism will be considered for publication.",annualVolume:11413,isOpenForSubmission:!0,coverUrl:"https://cdn.intechopen.com/series_topics/covers/17.jpg",editor:{id:"138626",title:"Dr.",name:"Yannis",middleName:null,surname:"Karamanos",fullName:"Yannis Karamanos",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002g6Jv2QAE/Profile_Picture_1629356660984",institutionString:null,institution:{name:"Artois University",institutionURL:null,country:{name:"France"}}},editorTwo:null,editorThree:null,editorialBoard:[{id:"243049",title:"Dr.",name:"Anca",middleName:null,surname:"Pantea Stoian",fullName:"Anca Pantea Stoian",profilePictureURL:"https://mts.intechopen.com/storage/users/243049/images/system/243049.jpg",institutionString:null,institution:{name:"Carol Davila University of Medicine and Pharmacy",institutionURL:null,country:{name:"Romania"}}},{id:"203824",title:"Dr.",name:"Attilio",middleName:null,surname:"Rigotti",fullName:"Attilio Rigotti",profilePictureURL:"//cdnintech.com/web/frontend/www/assets/author.svg",institutionString:null,institution:{name:"Pontifical Catholic University of Chile",institutionURL:null,country:{name:"Chile"}}},{id:"300470",title:"Dr.",name:"Yanfei (Jacob)",middleName:null,surname:"Qi",fullName:"Yanfei (Jacob) Qi",profilePictureURL:"https://mts.intechopen.com/storage/users/300470/images/system/300470.jpg",institutionString:null,institution:{name:"Centenary Institute of Cancer Medicine and Cell Biology",institutionURL:null,country:{name:"Australia"}}}]},{id:"18",title:"Proteomics",keywords:"Mono- and Two-Dimensional Gel Electrophoresis (1-and 2-DE), Liquid Chromatography (LC), Mass Spectrometry/Tandem Mass Spectrometry (MS; MS/MS), Proteins",scope:"With the recognition that the human genome cannot provide answers to the etiology of a disorder, changes in the proteins expressed by a genome became a focus in research. Thus proteomics, an area of research that detects all protein forms expressed in an organism, including splice isoforms and post-translational modifications, is more suitable than genomics for a comprehensive understanding of the biochemical processes that govern life. The most common proteomics applications are currently in the clinical field for the identification, in a variety of biological matrices, of biomarkers for diagnosis and therapeutic intervention of disorders. From the comparison of proteomic profiles of control and disease or different physiological states, which may emerge, changes in protein expression can provide new insights into the roles played by some proteins in human pathologies. Understanding how proteins function and interact with each other is another goal of proteomics that makes this approach even more intriguing. Specialized technology and expertise are required to assess the proteome of any biological sample. Currently, proteomics relies mainly on mass spectrometry (MS) combined with electrophoretic (1 or 2-DE-MS) and/or chromatographic techniques (LC-MS/MS). MS is an excellent tool that has gained popularity in proteomics because of its ability to gather a complex body of information such as cataloging protein expression, identifying protein modification sites, and defining protein interactions. The Proteomics topic aims to attract contributions on all aspects of MS-based proteomics that, by pushing the boundaries of MS capabilities, may address biological problems that have not been resolved yet.",annualVolume:11414,isOpenForSubmission:!0,coverUrl:"https://cdn.intechopen.com/series_topics/covers/18.jpg",editor:{id:"200689",title:"Prof.",name:"Paolo",middleName:null,surname:"Iadarola",fullName:"Paolo Iadarola",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bSCl8QAG/Profile_Picture_1623568118342",institutionString:null,institution:{name:"University of Pavia",institutionURL:null,country:{name:"Italy"}}},editorTwo:{id:"201414",title:"Dr.",name:"Simona",middleName:null,surname:"Viglio",fullName:"Simona Viglio",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bRKDHQA4/Profile_Picture_1630402531487",institutionString:null,institution:{name:"University of Pavia",institutionURL:null,country:{name:"Italy"}}},editorThree:null,editorialBoard:[{id:"72288",title:"Dr.",name:"Arli Aditya",middleName:null,surname:"Parikesit",fullName:"Arli Aditya Parikesit",profilePictureURL:"https://mts.intechopen.com/storage/users/72288/images/system/72288.jpg",institutionString:null,institution:{name:"Indonesia International Institute for Life Sciences",institutionURL:null,country:{name:"Indonesia"}}},{id:"40928",title:"Dr.",name:"Cesar",middleName:null,surname:"Lopez-Camarillo",fullName:"Cesar Lopez-Camarillo",profilePictureURL:"https://mts.intechopen.com/storage/users/40928/images/3884_n.png",institutionString:null,institution:{name:"Universidad Autónoma de la Ciudad de México",institutionURL:null,country:{name:"Mexico"}}},{id:"81926",title:"Dr.",name:"Shymaa",middleName:null,surname:"Enany",fullName:"Shymaa Enany",profilePictureURL:"https://s3.us-east-1.amazonaws.com/intech-files/0030O00002bRqB9QAK/Profile_Picture_1626163237970",institutionString:null,institution:{name:"Suez Canal University",institutionURL:null,country:{name:"Egypt"}}}]}]}},libraryRecommendation:{success:null,errors:{},institutions:[]},route:{name:"chapter.detail",path:"/chapters/49907",hash:"",query:{},params:{id:"49907"},fullPath:"/chapters/49907",meta:{},from:{name:null,path:"/",hash:"",query:{},params:{},fullPath:"/",meta:{}}}},function(){var e;(e=document.currentScript||document.scripts[document.scripts.length-1]).parentNode.removeChild(e)}()