Publications
192 results found
Agrawal H, Cao W, Durucan S, et al., 2020, Development of a probabilistic risk assessment methodology to evaluate the effect of lithological heterogeneity on rock bursts and gas outbursts in longwall coal mining
A coupled geomechanical and gas flow model was developed to analyse rock burst and gas outburst risk associated with retreating longwall coal mining in heterogeneous coal seams. Mechanical, elastic and reservoir properties of a heterogeneous coal seam were attributed consistently for several realisations to analyse their influence on rock burst and gas outburst potential. Several scenarios were developed by varying the degree of lithological heterogeneity caused by xylite within a mostly detritic lignite coal seam in the modelled heterogeneous zone. Model results have shown that, as the longwall face approaches the heterogeneous zone, the changes in vertical stress along the face, as well as ahead of it, are affected strongly by the degree of heterogeneity. The potential for a rapid increase in gas emission rate and outburst risk, which may occur as the face cuts through the heterogeneous zone, was also found to depend largely on the degree of heterogeneity implemented.
Cao W, Shi J-Q, Durucan S, et al., 2019, Numerical modelling of anomalous microseismicity influenced by lithological heterogeneity in longwall top coal caving mining, International Journal of Coal Geology, Vol: 216, ISSN: 0166-5162
Mining-induced microseismicity has been extensively used to evaluate the potential for rock bursts and coal and gas outbursts in underground coal mines. In a research project completed a few years ago, it was observed that characteristics of microseismicity around a working longwall panel were fairly consistent over the monitoring period until a lithological heterogeneity zone with a relatively high coal strength was reached. The current research presented in this paper aims at achieving a better understanding of the effect of lithological heterogeneity on microseismic activity in longwall coal mining. The heterogeneous zone inferred from the tomography measurements was first digitalised and implemented into a 3D geomechanical model. A microseismicity modelling approach which combines deterministic stress and failure analysis together with a stochastic fracture slip evaluation was used to simulate the evolution of microseismicity induced by the progressive face advance passing through the heterogeneous zone. The heterogeneity was taken into account by varying the material strength and the fracture attributes of the elements within the high strength zone. Results have shown that both the high rock strength of coal lithotype and low power law scaling exponent of fractures within this zone contribute to the reduction in fitted b values from frequency-magnitude distribution of microseismicity and the increase in fitted Gaussian distribution parameters to the logarithmic event energy. These deviations are believed to result from the combined effects of increased stress drops and slipped fracture sizes when the heterogeneous zone is approached.
Shi JQ, Durucan S, Korre A, et al., 2019, History matching and pressure analysis with stress-dependent permeability using the In Salah CO2 storage case study, International Journal of Greenhouse Gas Control, Vol: 91, ISSN: 1750-5836
Using the In Salah CO2 storage case study, this study demonstrates how reservoir simulation history-matching and pressure analysis can be used to improve conformance assurance. By adopting a holistic approach to reservoir simulation and history matching, in conjunction with the injection pressure analysis and use of microseismic monitoring data, an improved understanding of the injection processes at the In Salah storage site was gained, revealing distinctively different responses to CO2 injection at each of the three injection wells. It has been shown that injection well performance at wells KB-501 and KB-503 was characterised by periods of matrix and fracture flow, the latter being due to shear reactivation of existing fractures in the vicinity of the wellbore. In contrast, the analysis at KB-502 revealed that CO2 injection has resulted in fracture reactivation in both shear and tensile modes with propagation both laterally and vertically.The findings of this study have shown that the injection-induced microseismic events recorded close to the KB-502 well is mainly caused by injecting CO2 into a 4-kilometer long fracture-zone intersecting the borehole. This fracture zone experienced tensile opening of fractures during injection and then subsequent partial closure after the injection was suspended. It is furthermore clear that the rather unique combination of microseismic and InSAR monitoring data and reservoir history matching around the injection well KB-502 provide highly valuable insights into injection-induced seismicity and fracture flow behaviour for CO2 storage projects. Episodes of flow in natural fractures can be separated from flow in induced fractures and the need for a dynamic, stress-dependent, permeability variable have been demonstrated.
Korre A, Durucan S, Nie Z, 2019, Life cycle environmental impact assessment of coupled underground coal gasification and CO2 capture and storage: alternative end uses for the UCG product gases, International Journal of Greehouse Gas Control, Vol: 91, Pages: 1-20, ISSN: 1750-5836
Underground coal gasification (UCG) has the potential to provide a source of energy or chemical feedstock derived from coal seams, where traditional mining methods are not suitable or are uneconomical. This paper presents the life cycle inventory models developed for the UCG processes and three alternative syngas utilisation options with and without CO2 capture and storage. The paper compares the life cycle carbon footprint of two different conventional above ground coal fired power generation options with UCG Integrated Gasification Combined Cycle power generation with/without CCS for two different lignites and one bituminous coal. One of the lignites is then used to compare the life cycle performance of different syngas utilisation options: power generation, ammonia production with power generation, and methanol production with power generation. It was found that the life cycle carbon footprint of conventional above ground coal fired power generation is very much dependent on the in-situ methane content of the coal used, and methane emissions experienced during mining and accompanying upstream processes, whereas the same for UCG-IGCC power depends more on the process dependent syngas composition. UCG methanol production with associated power and CCS is shown to release more life cycle CO2-eq emissions per tonne of lignite consumed than that of UCG ammonia production with associated power and CCS and UCG CCGT power generation with CCS. Furthermore, when chemicals production from UCG is considered as the main objective, the most substantial improvements in comparison to conventional methods are associated with UCG ammonia process per tonne of chemical produced.
Yildirim B, Durucan S, Cao W, et al., 2019, Experimental and numerical investigation into hydraulic fracture and natural fracture interaction in shale formations, 53rd U.S. Rock Mechanics/Geomechanics Symposium, Publisher: American Rock Mechanics Association
Two 0.3 m × 0.3 m × 0.3 m shale blocks, one representing a homogeneous sample while the other representing a naturally fractured sample, are modelled using the lattice based DEM code, XSite. The synthetic rock mass approach (SRM), which assigns the smooth joint contacts (SJM) to the weakness planes, is used to represent the natural fractures in shale block-2. Firstly, the developed models are compared with the findings of previously conducted true-triaxial hydraulic fracturing experiments with acoustic measurements, and their subsequent computed tomography (CT) and seismic velocity tomography results. The 3D model results confirmed the curved shape hydraulic fractures, which propagated perpendicular to the minimum stress directions in both shale blocks. Model results also captured the natural fracture (NF) and hydraulic fracture (HF) interaction, particularly the arrest, the dilation of major NFs, followed by crossing with offset mechanism, in shale block-2. Secondly, the parametric studies are carried out to investigate the role of fluid flow rate (q), and fluid viscosity (µ) on different NF/HF interaction mechanisms. The effects of q and µ are discussed based on the total stimulated area including the tensile and shear microcracks, the pipe apertures, and the pressure evolutions within NFs.
Cao W, Durucan S, Cai W, et al., 2019, Multiple-panel longwall top coal caving induced microseismicity: Monitoring and development of a statistical forecasting model for hazardous microseismicity, 53rd U.S. Rock Mechanics/Geomechanics Symposium, Publisher: American Rock Mechanics Association
Continuous microseismic monitoring was carried out around 9 producing longwall top coal caving (LTCC) panels with concurrently recorded daily face advance rates at Coal Mine Velenje in Slovenia over a 27-month monitoring period. The monitoring results suggested that spatial and magnitude characteristics of microseismicity are dominated by those of underlying fractures, while microseismic event rate is under the combined effects of local natural fracture abundance and mining intensity. On this basis, a data-driven yet physics-based forecasting methodology was established for LTCC induced hazardous microseismicity, which is above a given threshold of energy magnitude and within a certain distance to the longwall face. Statistical analyses were first conducted to characterise temporal, magnitude and spatial characteristics of long-term recorded microseismicity, based on which a short-term forecasting model was developed to calculate the probability of hazardous microseismicity considering the three characteristics. The model developed was employed to forecast the likelihood of hazardous microseismicity at one of these LTCC panels, and the forecasted results were supported by the monitoring. This statistical model has important implications in the evaluation of mining-induced hazards, and it can be used to optimise longwall face advance rates to minimise the risk of hazardous microseismicity in burst-prone deep-level mining sites.
Cai W, Durucan S, Shi JQ, et al., 2019, Development of fractal-fuzzy evaluation methodology and its application for seismic hazards assessment using microseismic monitoring in coal mining, 53rd U.S. Rock Mechanics/Geomechanics Symposium, Publisher: American Rock Mechanics Association
Seismic hazards have become one of the common risks in underground coal mining and their assessment is an important component of the safety management. In this study, a methodology, involving nine fractal dimension-based indices and a fuzzy comprehensive evaluation model, has been developed based on the processed real time microseismic data from an underground coal mine, which allows for a better and quantitative evaluation of the likelihood for the seismic hazards. In the fuzzy model, the membership function was built using a Gaussian shape and the weight of each index was determined using the performance metric F score derived from the confusion matrix. The assessment results were initially characterised as a probability belonging to each of four risk levels (none, weak, moderate and strong). The comprehensive result was then evaluated by integrating the maximum membership degree principle (MMDP) and the variable fuzzy pattern recognition (VFPR). The model parameters of this methodology were first calibrated using historical microseismic data over a period of seven months at Coal Mine Velenje in Slovenia, and then applied to analyse more recent microseismic monitoring data. The results indicate that the calibrated model was able to assess seismic hazards in the mine.
Agrawal H, Durucan S, Cao W, et al., 2019, Evaluation of parameters affecting the energy accumulation in longwall mining, 53rd U.S. Rock Mechanics/Geomechanics Symposium, Publisher: American Rock Mechanics Association
The elastic strain energy accumulation in a retreating longwall mining panel is dependent on several parameters which have been identified using elastic theory for beams in an elastic supporting medium. The identified parameters were varied to identify the parameters that have a strong influence on the elastic strain energy accumulation. Upon sensitivity analysis, mining depth, length of cantilever roof in the goaf, coal seam thickness, roof thickness, Young’s modulus of coal seam and roof were identified as the main influencing parameters. The analytical equations were validated by comparing the results with previous studies and a case-specific numerical model. The results obtained from analytical equations were comparable with those obtained from a numerical model. The developed analytical equations will provide a handy tool to make daily, weekly and monthly prediction of areas of high elastic strain energy accumulations inside the solid coal pillar. Hence, the paper finds direct application in improving the safety of people working in coal mines, minimising machine downtime and production delays.
Si G, Durucan S, Shi JQ, et al., 2019, Parametric analysis of slotting operation induced failure zones to stimulate low permeability coal seams, Rock Mechanics and Rock Engineering, Vol: 52, Pages: 163-182, ISSN: 0723-2632
The main constrain for effective gas drainage in coal mines is the low permeability nature of coal reservoirs. As coal mining activities are extending to deeper subsurface, the ever-increasing in situ stress conditions is anticipated to result in much lower permeability and more challenges for gas emission control in coal mines. In recent years, hydraulic slotting using high-pressure waterjet along underground gas drainage boreholes, as a general solution to stimulate low permeability coal seams, has become increasingly favourable. This paper presents a systematic investigation into the sensitivity of borehole slotting performance to a number of field and operational parameters. A wide range of geomechanical properties, in situ stress conditions, slot geometry and spacing of multiple slots were considered in a series of numerical simulations. The relations between these key parameters and the failure zone size/volume induced by slotting were quantified. The effect of different parameters in improving slotting performance has also been ranked, which provides theoretical base for mine operators to optimise slotting operations.
Agrawal H, Durucan S, Cao W, et al., 2019, Evaluation of parameters affecting the energy accumulation in longwall mining
The elastic strain energy accumulation in a retreating longwall mining panel is dependent on several parameters which have been identified using elastic theory for beams in an elastic supporting medium. The identified parameters were varied to identify the parameters that have a strong influence on the elastic strain energy accumulation. Upon sensitivity analysis, mining depth, length of cantilever roof in the goaf, coal seam thickness, roof thickness, Young’s modulus of coal seam and roof were identified as the main influencing parameters. The analytical equations were validated by comparing the results with previous studies and a case-specific numerical model. The results obtained from analytical equations were comparable with those obtained from a numerical model. The developed analytical equations will provide a handy tool to make daily, weekly and monthly prediction of areas of high elastic strain energy accumulations inside the solid coal pillar. Hence, the paper finds direct application in improving the safety of people working in coal mines, minimising machine downtime and production delays.
Cao W, Durucan S, Cai W, et al., 2019, Multiple-panel longwall top coal caving induced microseismicity: Monitoring and development of a statistical forecasting model for hazardous microseismicity
Continuous microseismic monitoring was carried out around 9 producing longwall top coal caving (LTCC) panels with concurrently recorded daily face advance rates at Coal Mine Velenje in Slovenia over a 27-month monitoring period. The monitoring results suggested that spatial and magnitude characteristics of microseismicity are dominated by those of underlying fractures, while microseismic event rate is under the combined effects of local natural fracture abundance and mining intensity. On this basis, a data-driven yet physics-based forecasting methodology was established for LTCC induced hazardous microseismicity, which is above a given threshold of energy magnitude and within a certain distance to the longwall face. Statistical analyses were first conducted to characterise temporal, magnitude and spatial characteristics of long-term recorded microseismicity, based on which a short-term forecasting model was developed to calculate the probability of hazardous microseismicity considering the three characteristics. The model developed was employed to forecast the likelihood of hazardous microseismicity at one of these LTCC panels, and the forecasted results were supported by the monitoring. This statistical model has important implications in the evaluation of mining-induced hazards, and it can be used to optimise longwall face advance rates to minimise the risk of hazardous microseismicity in burst-prone deep-level mining sites.
Cai W, Durucan S, Shi JQ, et al., 2019, Development of fractal-fuzzy evaluation methodology and its application for seismic hazards assessment using microseismic monitoring in coal mining
Seismic hazards have become one of the common risks in underground coal mining and their assessment is an important component of the safety management. In this study, a methodology, involving nine fractal dimension-based indices and a fuzzy comprehensive evaluation model, has been developed based on the processed real time microseismic data from an underground coal mine, which allows for a better and quantitative evaluation of the likelihood for the seismic hazards. In the fuzzy model, the membership function was built using a Gaussian shape and the weight of each index was determined using the performance metric F score derived from the confusion matrix. The assessment results were initially characterised as a probability belonging to each of four risk levels (none, weak, moderate and strong). The comprehensive result was then evaluated by integrating the maximum membership degree principle (MMDP) and the variable fuzzy pattern recognition (VFPR). The model parameters of this methodology were first calibrated using historical microseismic data over a period of seven months at Coal Mine Velenje in Slovenia, and then applied to analyse more recent microseismic monitoring data. The results indicate that the calibrated model was able to assess seismic hazards in the mine.
Yildirim B, Durucan S, Cao W, et al., 2019, Experimental and numerical investigation into hydraulic fracture and natural fracture interaction in shale formations
Two 0.3 m × 0.3 m × 0.3 m shale blocks, one representing a homogeneous sample while the other representing a naturally fractured sample, are modelled using the lattice based DEM code, XSite. The synthetic rock mass approach (SRM), which assigns the smooth joint contacts (SJM) to the weakness planes, is used to represent the natural fractures in shale block-2. Firstly, the developed models are compared with the findings of previously conducted true-triaxial hydraulic fracturing experiments with acoustic measurements, and their subsequent computed tomography (CT) and seismic velocity tomography results. The 3D model results confirmed the curved shape hydraulic fractures, which propagated perpendicular to the minimum stress directions in both shale blocks. Model results also captured the natural fracture (NF) and hydraulic fracture (HF) interaction, particularly the arrest, the dilation of major NFs, followed by crossing with offset mechanism, in shale block-2. Secondly, the parametric studies are carried out to investigate the role of fluid flow rate (q), and fluid viscosity (µ) on different NF/HF interaction mechanisms. The effects of q and µ are discussed based on the total stimulated area including the tensile and shear microcracks, the pipe apertures, and the pressure evolutions within NFs.
Agrawal H, Durucan S, Cao W, et al., 2019, Evaluation of parameters affecting the energy accumulation in longwall mining
Copyright 2019 ARMA, American Rock Mechanics Association. The elastic strain energy accumulation in a retreating longwall mining panel is dependent on several parameters which have been identified using elastic theory for beams in an elastic supporting medium. The identified parameters were varied to identify the parameters that have a strong influence on the elastic strain energy accumulation. Upon sensitivity analysis, mining depth, length of cantilever roof in the goaf, coal seam thickness, roof thickness, Young’s modulus of coal seam and roof were identified as the main influencing parameters. The analytical equations were validated by comparing the results with previous studies and a case-specific numerical model. The results obtained from analytical equations were comparable with those obtained from a numerical model. The developed analytical equations will provide a handy tool to make daily, weekly and monthly prediction of areas of high elastic strain energy accumulations inside the solid coal pillar. Hence, the paper finds direct application in improving the safety of people working in coal mines, minimising machine downtime and production delays.
Cai W, Durucan S, Shi JQ, et al., 2019, Development of fractal-fuzzy evaluation methodology and its application for seismic hazards assessment using microseismic monitoring in coal mining
Copyright 2019 ARMA, American Rock Mechanics Association. Seismic hazards have become one of the common risks in underground coal mining and their assessment is an important component of the safety management. In this study, a methodology, involving nine fractal dimension-based indices and a fuzzy comprehensive evaluation model, has been developed based on the processed real time microseismic data from an underground coal mine, which allows for a better and quantitative evaluation of the likelihood for the seismic hazards. In the fuzzy model, the membership function was built using a Gaussian shape and the weight of each index was determined using the performance metric F score derived from the confusion matrix. The assessment results were initially characterised as a probability belonging to each of four risk levels (none, weak, moderate and strong). The comprehensive result was then evaluated by integrating the maximum membership degree principle (MMDP) and the variable fuzzy pattern recognition (VFPR). The model parameters of this methodology were first calibrated using historical microseismic data over a period of seven months at Coal Mine Velenje in Slovenia, and then applied to analyse more recent microseismic monitoring data. The results indicate that the calibrated model was able to assess seismic hazards in the mine.
Yildirim B, Durucan S, Cao W, et al., 2019, Experimental and numerical investigation into hydraulic fracture and natural fracture interaction in shale formations
Copyright 2019 ARMA, American Rock Mechanics Association. Two 0.3 m × 0.3 m × 0.3 m shale blocks, one representing a homogeneous sample while the other representing a naturally fractured sample, are modelled using the lattice based DEM code, XSite. The synthetic rock mass approach (SRM), which assigns the smooth joint contacts (SJM) to the weakness planes, is used to represent the natural fractures in shale block-2. Firstly, the developed models are compared with the findings of previously conducted true-triaxial hydraulic fracturing experiments with acoustic measurements, and their subsequent computed tomography (CT) and seismic velocity tomography results. The 3D model results confirmed the curved shape hydraulic fractures, which propagated perpendicular to the minimum stress directions in both shale blocks. Model results also captured the natural fracture (NF) and hydraulic fracture (HF) interaction, particularly the arrest, the dilation of major NFs, followed by crossing with offset mechanism, in shale block-2. Secondly, the parametric studies are carried out to investigate the role of fluid flow rate (q), and fluid viscosity (µ) on different NF/HF interaction mechanisms. The effects of q and µ are discussed based on the total stimulated area including the tensile and shear microcracks, the pipe apertures, and the pressure evolutions within NFs.
Durucan S, Cao W, Cai W, et al., 2019, Monitoring, assessment and mitigation of rock burst and gas outburst induced seismicity in longwall top coal caving mining, Pages: 11-20
Underground coal extractions lead to continuous stress and pressure redistribution around mine openings which, in some cases, may lead to coal and gas outburst and rock bursts. This paper presents seismic monitoring research, which aimed at characterising the dynamic behaviour of the coal seam in response to gateroad development and longwall top coal caving mining at Coal Mine Velenje. The early campaigns involved time-lapse active seismic tomography and microseismic monitoring at the two selected longwall panels. Based on the findings of this early work, a more comprehensive microseismic monitoring programme was set up. Seismic monitoring data were processed and used for model development and rock burst/gas outburst risk assessment purposes, which also led to the development of measures to mitigate against seismic hazards.
Santibanez Borda E, Govindan R, Elahi N, et al., 2019, Maximising the dynamic CO2 storage capacity through the optimisation of CO2 injection and brine production rates, International Journal of Greenhouse Gas Control, Vol: 80, Pages: 76-95, ISSN: 1750-5836
CO2 storage capacity in saline aquifers can dramatically be reduced by pressure build up due to the CO2 injection process. In this paper, a novel optimisation strategy that maximises the CO2 storage capacity utilisation and net profits before tax is presented in a scenario of simultaneous CO2 injection and brine production to help control pressure build up and increase the effective storage capacity. The strategy is tested at the region surrounding the Forties and Nelson fields, assuming both as pure saline aquifer traps. The optimisation was performed considering constraints such that the CO2 plume distribution does not migrate outside the license boundaries, the fracture pressure is not reached within the reservoir, and the CO2 injection and brine production rates occur within feasible limits. The problem was first formulated analytically with the aid of surrogate models, and then optimised using the SIMPLEX and Generalized Reduced Gradient methods.Results for the Forties and Nelson fields show that by allowing five brine production wells producing up to 2.2 MMtonnes/year, the CO2 storage capacity increased between 112-145% compared to the case where no brine production is practiced.
Xue Z, Shi JQ, Yamauchi Y, et al., 2018, Fiber optic sensing for geomechanical monitoring: (1)-distributed strain measurements of two sandstones under hydrostatic confining and pore pressure conditions, Applied Sciences (Switzerland), Vol: 8
In this study distributed optic fiber has been used to measure both the Rayleigh and Brillouin frequency shift of two different sandstone core samples under controlled hydrostatic confining and pore pressure in the laboratory. The Berea sandstone core is relatively homogeneous, whereas the Tako sandstone core is visibly heterogeneous with a coarse-grain and a fine-grain region. Rayleigh frequency has been found to have a superior performance over Brillouin frequency in terms of better consistency (less scattering) in the tests carried out. The strain gauge readings reveal considerable anisotropy in the stiffness of the Berea core between perpendicular (vertical) and parallel to the bedding (hoop) directions. The strains converted from Rayleigh frequency shift measurements agree reasonably well with readings by one of the four hoop strain gauge channels under increasing confining/pore pressure. For the Tako sandstone core, the contrast in the grain-size, and thus rock elastic properties, is clearly reflected in the hoop strain measurement by both strain gauges and distributed optic fiber. The outcomes of the test have demonstrated successfully the use of a single optic fiber for measuring rock strain response at different regions of a heterogeneous core sample along a continuous trajectory.
Yildirim B, Cao W, Shi JQ, et al., 2018, Discrete element modelling of hydraulic fracture interaction with natural fractures in shale formations, 2nd International Discrete Fracture Network Engineering Conference, Publisher: American Rock Mechanics Association
Research presented in this paper aimed at establishing a better understanding of natural fracture (NF)/hydraulic fracture (HF) interaction mechanisms and fracture network development in naturally fractured and nonhomogeneous shale formations through numerical modelling using the two-dimensional particle flow code (PFC2D). Hydraulic fracture propagation was firstly modelled in a 30 m x 30 m model representing intact rock by bonded particle method (BPM), which served as a base case in the research. Then a single, deterministic natural fracture was embedded into the same model by a smooth joint contact model (SJM) to investigate different NF/HF interaction mechanisms under a range of different conditions by varying the angle of approach, differential horizontal stress, and the mechanical properties of a fracture within the model. Based on the parametric research findings, number and diversity of natural fractures in the model were increased both deterministically and stochastically, and the results are compared and discussed.
Yildirim B, Cao W, Durucan S, et al., 2018, The effect of natural fracture heterogeneity on hydraulic fracture performance and seismic response in shale and coal formations, 52nd U.S. Rock Mechanics/Geomechanics Symposium, Publisher: American Rock Mechanics Association.
Two 0.3 m × 0.3 m × 0.3 m cubic blocks of shale and coal were used for hydraulic fracturing experiments under true tri-axial stress conditions. The shale block used was highly homogeneous and without visible fractures, while the coal block contained a host of natural fractures. The mechanical and hydraulic properties of both rocks were characterized through multi-stage triaxial tests, Brazilian disk tests, and porosity and permeability measurements. A true tri-axial rock testing machine equipped with loading, pump and acoustic systems was used in the experiment. The acoustic system uses 48 transducers with active sources to repetitively generate and receive ultrasonic P/S wave pulses to reveal fracture initiation and growth. Before the experiment, initial seismic response of both blocks was recorded under hydrostatic stress conditions to characterize anisotropy and heterogeneity of the blocks as reference. Silicon oil was injected centrally into both blocks to create a hydrofracture under deviatoric stress conditions and the load, displacement, pump pressure and volume, and seismic response during the injection process were recorded. Results from two blocks are being compared in terms of hydrofracture geometry and seismic features.
Cao W, Shi JQ, Durucan S, et al., 2018, Gas-driven rapid fracture propagation and gas outbursts under unloading conditions in coal seams, 52nd U.S. Rock Mechanics/Geomechanics Symposium, Publisher: American Rock Mechanics Association
Coal and gas outbursts have long posed a serious risk to safe and efficient production in coal mines. It is recognised that the coal and gas outbursts are triggered by excavation unloading followed by gas-driven rapid propagation of a system of preexisting or mining-induced fractures. Gas-filled fractures parallel to a working face are likely to experience opening first, then expansion and rapid propagation stages under unloading conditions. This research aimed to identify the key factors affecting outburst initiation and its temporal evolution during roadway developments. Specifically, the response of pre-set fractures in a coal seam sandwiched between rock layers to roadway development is simulated using a geomechanical model coupled with fracture mechanics for fracture opening and propagation. In addition, kinetic gas desorption and its migration into open fractures is considered. During simulations outburst is deemed to occur when the fracture length exceeds the dimension of a host element. The findings of this research suggests that the simulated coal and gas outburst may be considered as a dynamic gas desorption-driven fracture propagation process. The occurrence of coal and gas outbursts is found to be influenced mainly by the coal properties, fracture attributes, and initial gas pressure and the in situ stress conditions.
Cao W, Shi J, Si G, et al., 2018, Numerical modelling of microseismicity associated with longwall coal mining, International Journal of Coal Geology, Vol: 193, Pages: 30-45, ISSN: 0166-5162
Microseismicity has long been a precursor for underground mining hazards such as rockbursts and coal and gas outbursts. In this research, a methodology combining deterministic stress and failure analysis and stochastic fracture slip evaluation, based upon the widely accepted fracture slip seismicity-generation mechanism, has been developed to simulate microseismic events induced by longwall mining. Using the built-in DFN facility in FLAC3D, discrete fractures following a power law size distribution are distributed throughout a 3D continuum model in a probabilistic way to account for the stochastic nature of microseismicity. The DFN-based modelling approach developed was adopted to simulate the evolution of microseismicity induced by the progressive face advance in a longwall top coal caving (LTCC) panel at Coal Mine Velenje, Slovenia. At each excavation step, global stress and failure analysis with reference to the strain-softening post-failure behaviour characteristic of coal, and fracture slip evaluation for microseismicity are conducted sequentially. The model findings are compared to the microseismic event data recorded during a long-term field monitoring campaign conducted at the same LTCC panel. It was found that the released energy and frequency-magnitude distribution of microseismicity are associated with the slipped fracture sizes and fracture size distribution. These features for recorded microseismic events were fairly constant until a xylite rich heterogeneous zone ahead of the working face was approached, which indicates that fractures within the extracted coal seam follow the same size distribution. The features obtained from modelled microseismic events were consistent over the production period, and matched well the field observations. Furthermore, the model results indicate that the power law fracture size distribution can be used to model longwall-mining-induced microseismicity. This model provides a unique prospective to understand longwall coal m
Shi J-Q, Durucan S, 2018, Variation in horizontal stress with pore pressure depletion in coal under uniaxial strain conditions: An update on the modelling of laboratory data, International Journal of Coal Geology, Vol: 187, Pages: 94-97, ISSN: 0166-5162
Building upon the previous modelling work on coalbed methane reservoirs by the authors, recently reported experimental horizontal stress data for two coal samples tested under uniaxial strain conditions have been analysed. As well as CH₄, non-adsorbing Helium has also been used in the experiments. Deviation between the model and the experimental CH₄ stress data at low pore pressures (< 3 MPa) are observed, which, as in the previous study, may be attributed to the onset of shear failure experienced by the coal samples. In addition, CO₂ was also used on one of the samples after the CH₄ experiment. The post-failure CO₂ stress data could be matched using a combination of a reduced Young's Modulus and an increased Poisson's ratio. The results of this study have provided further evidence for the validity of the equation for computing the changes in the effective horizontal stress in producing coalbed reservoirs, which forms an integral part of the Shi and Durucan permeability model.
Ahsan M, Korre A, Durucan S, et al., 2018, Geological life cycle inventory model development for shale gas resources, GHGT 2018 - 14th International Conference on Greenhouse Gas Control Technologies
A cradle to gate life cycle assessment model has been designed to quantify accurately the greenhouse gas emission (GHG) from a shale gas reservoir development. The model developed integrates geological system characteristics with associated surface processes model, uses a Volumetric Estimation technique, Flowing Material Balance or Advance Decline Curve analysis to estimate the field gas in-place and estimated ultimate recovery depending on the available information. The subsurface geological processes emission model is integrated with the surface emission model, in line with the chosen engineering design and operational parameters, to estimate the GHG as well as other emissions and resource use. The processes covered include site construction, drilling, hydraulic fracturing, well completion, well head operations, gas gathering and gas processing. The model was applied to the Fayetteville shale gas field using public domain data. Sensitivity analysis of Life Cycle Inventory parameters used has shown that GHG emissions range between 12 to 21 kg CO2 eq. per Mscf of gas produced. The GHG impact scores of the three development scenarios run were fairly consistent with the realistic filed data used as input, and mostly different than the values reported in the literature, probably because most other LCA studies ignore subsurface system characteristics and engineering design in their models. The results of this research highlight that different field management practices can have a significant effect on emission profile of the field.
Govindan R, Nie Z, Korre A, et al., 2018, A methodology for CO<inf>2</inf> storage leakage remediation techniques performance assessment and portfolio optimisation, GHGT 2018 - 14th International Conference on Greenhouse Gas Control Technologies
The corrective measures investigated in the MiReCOL project broadly fall under three categories: techniques relevant to controlling CO2 migration within the reservoir, techniques relevant to fault-related migration and techniques relevant to wellbore-related leakage mitigation. The overall performance characterisation was based on five dimensions, namely: likelihood of success, spatial extent, longevity, response speed, and cost efficiency. The probability plots and spider chart visualisation tools developed are considered to be particularly useful in facilitating the general comparison between leakage remediation techniques, or choosing a portfolio of remediation techniques, for operators dealing with a situation where CO2 storage security may be compromised in the field. Research in MiReCOL recognised that the assessment lacks value for consequence reduction, unless it is complemented with an effective framework which allows for the optimal allocation of resources for remediation technology implementation, considering the uncertainty with regards to their outcome, i.e. success or failure.
Nie Z, Korre A, Durucan S, 2018, Life cycle environmental impact assessment of coupled underground coal gasification and CO<inf>2</inf> capture and storage: Alternative end uses for the UCG product gases, GHGT 2018 - 14th International Conference on Greenhouse Gas Control Technologies
This paper presents and compares the Life Cycle carbon footprints of UCG combined cycle gas turbine power plant with/without CO2 capture and storage with pulverised coal power plants and pulverised coal oxyfuel combustion power plants with/without CO2 capture and storage, and reports on the life cycle CO2 emission rates for the three alternative uses of UCG product gases (power, methanol and ammonia) generated at a commercial scale field operation running at 3,210 tonnes/day coal gasified with the three different coal types. Research has shown that, of the two lignites studied, high ash content Lignite 2 produced syngas with comparatively better energy efficiency but a similar life cycle GWP footprint per MWh electricity generated. UCG methanol production with associated power and CCS is shown to release more life cycle CO2-eq emissions per tonne of coal consumed than UCG ammonia production with associated power and CCS and UCG CCGT power generation with CCS; however, the amount of CO2 that is generated for storage is lower in the case of methanol production.
Borda ES, Korre A, Nie Z, et al., 2018, Comparative assessment of life cycle GHG emissions from European natural gas supply chains, GHGT 2018 - 14th International Conference on Greenhouse Gas Control Technologies
Recent studies reporting on the GHG emissions from NG chains where gas is consumed in Europe provide wide ranging estimates. A detailed life cycle GHG emissions estimation of two Norwegian natural gas production and European consumption chains has been carried out and validated with detailed operational data. CO2 and CH4 emissions were estimated at unit process level using engineering calculations, material balance, and high-resolution emissions factors resulting in GHG emissions footprints between 2.26-7.05 gCO2 eq/MJ NG delivered to European markets. The estimated CH4 emissions for the chains as a fraction of production was 0.01-0.04%. Important differences in GHG footprint are observed annually and also between neighbouring fields. Nevertheless, results indicate that the GHG footprint of both the Norwegian LNG and pipeline gas imported to Europe is well below recently reported EU averages.
Korre A, Durucan S, Shi J, 2018, CO2 injection induced microseismicity around well KB-502 at in Salah and insights from reservoir history matching
In the In Salah CO2 storage project in central Algeria, three long-reach horizontal injection wells (KB-501, KB-502 and KB-503) were used to inject the CO2, removed from the gas production stream, into the down-dip aquifer leg of the Carboniferous C10.2 gas reservoir. Between 2004 and 2011, over 3.8 million tonnes of CO2 have been stored in the c. 1.9km deep Carboniferous sandstone unit (C10.2) at the Krechba field. In a previous study by the authors, history matching of the (estimated) injection bottomhole pressure was carried out for KB-502 over the first injection period between April 2005 and July 2007. In the current work, history matching has been extended to the end of injection period in 2011. The obtained results are correlated with the reported induced microseismicity. The reservoir simulation results obtained have provided useful information which allows us to better interpret the recorded microseimicity induced by CO2 injection into a well.
Shi JQ, Durucan S, Korre A, et al., 2018, Use of history matching and pressure analysis for improving conformance assurance using the In Salah CO<inf>2</inf> storage case study, GHGT 2018 - 14th International Conference on Greenhouse Gas Control Technologies
Time-lapse seismic imaging of the CO2 plume in the high-porosity Utsira Formation at Sleipner has proven very valuable in building confidence that the injected CO2 is safely contained within the storage unit in this world-first industrial scale offshore storage project. The In Salah CO2 storage project, with the more challenging low-porosity reservoir properties on the other hand, has provided the CCS community with a contrasting case to consider how conformance assurance can be achieved through a robust multi-disciplinary understanding of the injection/storage processes. This paper highlights the role of history matching and pressure analysis for improving conformance assurance, using the In Salah CO2 storage project case study. We show how the injection well performance can be characterised by periods of matrix and fracture flow, and how the characteristics of tensile and shear fracture modes can be identified using a holistic analysis of reservoir history-matching parameters and monitoring datasets.
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