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Article

Substantiation of Drilling Parameters for Undermined Drainage Boreholes for Increasing Methane Production from Unconventional Coal-Gas Collectors

by
Boris V. Malozyomov
1,*,
Vladimir Ivanovich Golik
2,
Vladimir Brigida
3,4,
Vladislav V. Kukartsev
5,6,7,
Yadviga A. Tynchenko
8,9,
Andrey A. Boyko
7,10,11 and
Sergey V. Tynchenko
12,13
1
Department of Electrotechnical Complexes, Novosibirsk State Technical University, 20, Karla Marksa Ave., Novosibirsk 630073, Russia
2
Department “Technique and Technology of Mining and Oil and Gas Production”, Moscow Polytechnic University, 38, B. Semenovskaya St., Moscow 107023, Russia
3
Department of Biomedical, Veterinary and Ecological Directions, RUDN University, 6, Miklukho-Maklaya St., Moscow 117198, Russia
4
Federal Research Centre the Subtropical Scientific Centre of the Russian Academy of Sciences, Sochi 354002, Russia
5
Department of Information Economic Systems, Institute of Engineering and Economics, Reshetnev Siberian State University of Science and Technology, Krasnoyarsk 660037, Russia
6
Department of Informatics, Institute of Space and Information Technologies, Siberian Federal University, Krasnoyarsk 660041, Russia
7
Digital Material Science: New Materials and Technologies, Bauman Moscow State Technical University, Moscow 105005, Russia
8
Laboratory of Biofuel Compositions, Siberian Federal University, Krasnoyarsk 660041, Russia
9
Department of Systems Analysis and Operations Research, Reshetnev Siberian State University of Science and Technology, Krasnoyarsk 660037, Russia
10
Department of Technological Machines and Equipment of Oil and Gas Complex, School of Petroleum and Natural Gas Engineering, Siberian Federal University, Krasnoyarsk 660041, Russia
11
Department of Management, Reshetnev Siberian State University of Science and Technology, Krasnoyarsk 660037, Russia
12
Department of Digital Control Technologies, Institute of Business Process Management, Siberian Federal University, Krasnoyarsk 660041, Russia
13
Department of Computer Science and Computer Engineering, Institute of Computer Science and Telecommunications, Reshetnev Siberian State University of Science and Technology, Krasnoyarsk 660037, Russia
*
Author to whom correspondence should be addressed.
Energies 2023, 16(11), 4276; https://doi.org/10.3390/en16114276
Submission received: 27 April 2023 / Revised: 20 May 2023 / Accepted: 21 May 2023 / Published: 23 May 2023

Abstract

:
Decarbonization of the mining industry on the basis of closing the energy generation, on the basis of cogeneration of coal mine methane, and on the internal consumption of the mine is a promising direction in ensuring sustainable development. Known problems of deep underground mining do not allow for realizing the potential of man-made gas reservoirs due to the deterioration of the conditions of development of reserves of georesources. The aim of the work was to improve recommendations for the substantiation of drilling parameters for undermined drainage boreholes for increasing methane production from unconventional coal-gas collectors. The authors’ approach innovation lies in the possibility of using the established patterns of better natural stability of undermined boreholes to optimize them as spatial orientation parameters in an existing drilling passport for the improvement of methane extraction productivity. For this purpose, smoothing (LOESS) of the experimental data of two similar types of wells was used; then deterministic interpolation methods in combination with a three-dimensional representation of the response function in “gnuplot” were used. As a result, it was found that the increase in the inclination angle from 40° to 60° leads to a significant transformation of the model of the studied process, accompanied by a decline in the dynamics of methane emission and a decrease in the distance of the productive work zone of this type of well from 13 to 5 m before the roof landing, which then is replaced by a sharp increase in the productive work zone up to 35 m ahead of the longwall face. This allows under specific conditions for recommending increasing the productivity of methane capex from technogenic disturbed coal-gas reservoir replacement of wells with a smaller angle of rise to the transition to a more frequent grid of clusters from wells #4.

1. Introduction

Decarbonization of the extractive industry, as the basis for transforming the energy sector within the circular economy (CE), is one of the promising ways to achieve sustainable development [1,2]. In turn, this circumstance necessitates the improvement of state regulation [3], in the field of both monitoring the distribution of mine methane flows [4] and aerological risk assessment [5], as well as in the humanization of higher education for future mining engineers [6].
Changing the general approach to mine methane as an alternative and more environmentally neutral energy carrier (than coal) implies that gassy coal deposits should be perceived as sources of unconventional coal-gas collectors (due to the presence of technogenically disturbed rock massif). The use of electricity and heat obtained from the cogeneration (trigeneration) of the extracted gas for the internal consumption of the mine allows for obtaining a synergistic effect of reducing the cost of coal mining and the sale of futures to reduce CO2 emission units and increase the safety of mining. At the same time, in practice, the realization of the given concept is connected with the necessity of the decision on known problems of deep underground mining [7,8]. This is associated not only with geomechanical issues [9,10,11], but also with the inconsistency of the comining system components, which in turn does not allow for reducing the carbon footprint of the mined georesources [12]. The reduction of emissions of climate-active gases in the process of mining is possible only with the reliable operation of a network of surface cogeneration units [13,14] and the formation of smart “coal–energy–information” systems [15].
The peculiarity of technogenic gas reservoirs is the complication of geomechanical conditions caused by the dynamic component of the support pressure when implemented in the transition from the vault theory (“O” circle theory) [16,17,18] to more advanced theories, taking into account the phenomenon of Oparin’s “zonal disintegration” of rocks, a discrete and fractal array in the area of lead fracturing [19,20,21,22] (probably with the account of the mathematical apparatus of nonlinear dynamics—solitons, attractors). One of the most debatable areas is the prediction of zones with different parameters of the filtration channels “methane drainage zone” [23,24,25], which provide a decaying metastable solid gas-coal solution and the boundaries (angles of complete displacement) [26,27,28,29] for real conditions of reserve development. For this purpose, a commercial software, which implements numerical simulation methods, such as the finite element method (FEM) in COSFLOW [30,31], CFD gas flow in ANSYS [32,33], CMG-GEM [34], PFC2D [35], finite differential method (FDM) in FLAC3D [36], discrete models [37] (such as UDEC [38,39]), and physical simulation with equivalent materials [40], is widely used. At the same time, valid estimation methodologies are still lacking to fully understand the processes under study. The main patterns of rock pressure manifestations, in our opinion, can be identified and analyzed based on the characteristics of methane concentration dynamics in underground degassing wells drilled on the overlying massif, which can also help explain the mechanism for the development of deformation processes in it.
Approaches to estimating the distribution of gas flows in the mined-out space and the overlying massif are investigated quite comprehensively in works [41,42,43], while the lack in the theoretical basis of sorption is extended by empirical research methods [44,45]. In addition, one of the promising directions of physical modeling [46,47,48,49], when physical gas flows are passed through the equivalent materials subjected to three-axis loading, should be noted. In this case, it is possible to overcome the limitations of empirical–analytical models (for example, based on Allan variation) [50] or three-dimensional regression [51]. At the same time, in the practice of mining, the existing recommendations do not always contribute to ensuring the normative coefficients of degassing efficiency at the mine site. In this connection, the questions of optimization of the parameters of degassing wells at the surface mining of gas-coal formations remain not completely studied. The purpose of this study is to improve recommendations for the substantiation of drilling parameters for undermined drainage boreholes for increasing methane production from unconventional coal-gas collectors.

2. Materials and Methods

The object of the study is the 18th eastern face (length of 305 m, depth of 1300 m) of formation m3 (thickness of 1.55 m, dip angle of 6°, methane content to 23 m3/t dry ashless mass) of JSC “mine named after AF Zasyadko”. The ventilation drift of the 18th eastern face was undercut to the conveyor drift above the worked-out 17th eastern face, leaving a 2 m interstrip pillar along the whole length of the ventilation drift behind the face, supported by the drift pads, installed along the drift axis, and a 2.0 m wide cast strip, along the worked-out space. To prevent oxidation of the coal pillar, left along the ventilation drift, the coal is constantly treated with a film-forming flame retardant. The system of development includes long columns along the strike, with a panel method of preparation of reserves. The work is carried out according to the one-sided scheme in the direction of the fresh air jet with oblique runs in the lower part of the face. The maximum permissible daily load on the longwall face is 2970 t/day at the air supply to the area—1548 m3/min.
The degassing system of the mine consists of an underground degassing network (a set of various types of underground wells drilled on the panels being mined, interconnected by a 630 mm pipeline; local pipelines are interconnected in the main drift and then go to the surface), a vacuum pumping station (at surfaces for supplying vacuum pressure to the wellhead of each borehole through a pipeline; VVN-150 pumps are used), surface wells drilled into the goaf of the panels being worked out (connected to each other and the vacuum pumping station by pipelines of smaller diameter), a cleaning system and preparation of methane–air mixture and an engine room (surface rooms with 12 JMS 620 gas piston units of the Austrian company Jenbacher), and a surface vacuum pumping station (located at the industrial site of VPS N° 2).
They are switched in the operation in parallel, 2 units for each pipeline (530 and 630 mm in diameter). The degassing network consists of surface and underground wells connected by pipelines, which in turn are connected to the main pipelines coming to the surface. Wells at the considered mine site were combined into alternating “clusters” of two types—two or more degassing wells drilled into the carbonaceous massif near the corresponding picket (S, distance from the object to the beginning of the panel). Type (1) included well type N° 1, 3, and 4, and type (2) included N° 2, 3, and 4. Drilling was carried out with GBH-1/89/12 machines (Germany) ahead of the face at a distance of L > 60 m. When drilling to the depth of the fractured zone, conductors of Ø = 152 mm were installed. The methane concentration was measured during the repair shift in a standard way at the wellhead (beginning of the hole) using the catalytic sensor CatEx 125 PR Mining of the Dräger X-AM 2500 gas analyzer.
To assess the influence of the topology of the network of wells on the productivity of degassing of the undermined rock mass, wells were selected—type N° 3 and N° 4 (Table 1). The choice was because their basic parameters were the same except for the angles β = 60° and 40° and φ = 60° and 35° for wells N° 3 and N° 4, respectively. In the mined-out space, as a protective structure for the drift and degassing wells, a 2 m wide bi-fastener was built (Figure 1). In addition, along the axis of the excavation were wooden bonfires made of stakes 1.5 m long, and the distance between the bonfires 6 m.
Spatial analysis of heterogeneous data remains one of the most difficult tasks of predicting the distribution of the response function over the factor space [52], solved using different approaches: fuzzy logic in MATLAB fuzzy logic [53]; stochastic modeling [54,55,56]; wavelet analysis with the Morlet algorithm (CWT) [57,58]; analytical methods based on using trigonometric relationships for quadratic surfaces [59]; nearest neighbor method [60]; inverse weighted distance (IDW) method [61]; multivariate nonlinear regression in SPSS software, www.ibm.com/spss [62]; and machine learning [63], fuzzy cognitive map (FCM) [64], or artificial neural networks (ANN) [65], using GIS technologies—crunching methods [66,67,68]. At the same time, deterministic methods of three-dimensional data interpolation have not lost their relevance [69].
Proceeding from the experience of practical working in mine conditions allows for concluding that the quality of the normative forecast turned out to remain low. In most scientific works, two-dimensional curves or their aggregates in the form of projections on a two-dimensional plane are mainly considered [70,71,72,73]. For example, a two-dimensional curve characterized by the relationship between the methane concentration and distance S at different times, as well as the methane concentration change over time at different positions, is insufficiently representative (see Figure 2 in [26]) owing to the deformation of a three-dimensional surface when it is projected onto a two-dimensional plane. This conceptual imperfection in the methodological approach does not allow for adequately interpreting the obtained results, not to mention the formation of universal conclusions and generalized regularities. The general formulation of the problem even in the presence of the initial spatial limitation on the number of dimensions (first instead of third) is reflected insignificantly. Along with the previous studies, CH4 (the methane concentration in the mouth of underground wells under constant vacuum pressure) as a function of the response from S (distance from the wellhead to the beginning of the panel during its development by reverse stroke—the “space” factor limited by the first dimension) is considered. There is also t (the time of making the measurement), SL (the position of the face relative to the panel beginning), and St (the time at which the face occupies a certain position relative to the panel beginning). The above-mentioned show that this is a five-dimensional task, which, at best, is more correctly displayed by a set of four-dimensional ones. The previous studies made it possible to find approaches to how to lower the dimension during the transition from SL–St to L [74]. This substantially facilitated approaches to identifying the interrelation of the effect of the remoteness from lava on gas flows. In this paper, an attempt was made to establish the inverse problem, which is the impossibility of considering gas flows without the “lava component”, which gradually transforms their dynamics (if we consider the dynamics separately from lava)—“lava influence profile”. In this regard, for the first time, when a four-dimensional space–time problem was considered limitedly (that is, without L in the CH4–t plane), according to the planned approach, the parameter S was introduced. This made it possible to consider the process under study as a function (given in the implicit form) of CH4 of S (the space axes—distance from the beginning of the site “by analogy with the distance from the beginning of the site to the position of the lava in other moments of time”), t (measurement time).
The next important aspect is obtaining a theoretical model [75,76,77] (process formulas, or a regression having a preset level of “goodness-of-fit”), which is still an open fundamental scientific task for three-dimensional models (see, for example, [78,79,80]). At this stage, the author’s approach provides for the construction of a model of the response surface most qualitatively (based on the Q–Q curve) reflecting the general regularities of in situ data.
As can be seen from [81], the algorithm for working with data was an alternation of the following sequence of actions: in Vi Improved, a Python script was written to filter the primary experimental data using the Savitzky–Golay method (https://docs.scipy.org/doc/scipy-0.16.1/reference/generated/scipy.signal.savgol_filter.html, accessed on 26 April 2023) [82]. At the next stage, one of the standard methods (finite elements) of 3D interpolation of scattered data was considered by Prof. R.J. Renka [74]. Next, in gnuplot, a response surface was built for the process under study. At the last stage of the study, Q–Q graphs were built in MS Excel to assess the quality correspondence of the model to experimental data.
Several operators implement a standard b-spline interpolation procedure in the “gnuplot” program. To select a color, we used the “set palette gray” operator. The first is «set hidden3d» (The “set hidden3d” is a command that enables a hidden line removal for surface plotting (see splot). Some optional features of the underlying algorithm can also be controlled using this command). The second is «set pm3d at bs» (pm3d is a splot style for drawing palette-mapped 3d and 4d data as color/gray maps and surfaces. It allows for plotting gridded or nongridded data without preprocessing. The pm3d style options also influence solid-fill polygons used to construct other 3D plot elements). The third is «set dgrid3d…» (the set dgrid3d command enables and can set parameters for nongrid to grid data mapping). The fourth is the set view options and xrange, yrange, and zrange. The fifth is «splot “./2022_Golik_k.txt”». We have not included a detailed description of the algorithm and its implementation script in the application only because of the patent insecurity of the author’s approach (the work is underway).
The field data sets had 175 rows for well #3 and 213 rows for well #4. Examples of data sets for the studied parameters of measurement time (t), distance from the wellhead to the beginning of the picket panel (S), and methane concentration in the discharged gas-air mixture (CH4) displayed in Table 2.

3. Results

The response functions of the spatial distribution of gas flows plotted for the raw primary data sets are shown in Figure 2.
From the analysis of Figure 2, it follows that the alternation of local maxima and minima occurs along the line of the curve, oriented at a certain angle to the t-S axes. In this case, although not so clearly, this is a reflection of the impact of the stope on the activation of roof shear and the formation of aerological connections between pressure relief zones and goaf. The projections of the zones of maximum gas release in the form of white spots are localized along the conditional line of movement of the face, which began its movement from the upper-left corner (rectangular projection of the response surface) t = 80 days, S = 1330 m. The entire left part of the projection (from the lower-left corner t = 80 days, S = 1120 m), painted in gray with dark zones of “low methane runoff” before the start of white spots, represents the zone of operation of the network of wells ahead of the bottom line. Starting from the conditional curve, white spots and to the right of it characterize the features of well operation when their mouths and wellbore protrusions are in the goaf (in that part of the hanging rock consoles where part of their working section remains). As can be seen from Figure 2, the general picture for both types is characterized by discontinuous contours, which, in our opinion, may indicate the possible discontinuity of the deformation processes that occur in the undermined massif, which are described in detail in [83]. The brighter peaks and their larger size for well No. 4 may indicate a greater efficiency of methane degassing from the degassed massif. At the same time, the sharp features of common surfaces do not allow one to single out the main regularities of the process under study in space–time.
The overall picture of the response surfaces (Figure 2a,b) in the above two cases, from this angle, convincingly proves the fallacy of constructing three-dimensional regression models for raw data (that is, without smoothing and three-dimensional interpolation: filling gaps in the grid data). These facts confirm the correctness of the general methodological approach of the data at this stage for the subsequent comparison of the projections of the response function of models when determining the function type (Fourier, P.L. Chebyshev polynomials, or others). In case of rejecting this approach, the work results would be a qualitative representation of the surface of the “data noise”. In the future, to develop fitting data algorithms, it is necessary to identify “typical lava influence profiles” to understand to what the regression surface should really approach (using the least squares method).
The processing of the initial data according to the above method in combination with the imposition of spline isogases made it possible to concretize Figure 3. Isogases are given with a step of 10% as curves of different colors on the projections of the smoothed and padded data of the studied response surface. Gaps in color on t-S projections characterize the zone with “conditionally zero” concentration of gas in the mixture, if they are located in the “black area”, and the zone of maximum methane output, if they are located in the “white area” (limited by the green curve). From the analysis of Figure 3a, it can be seen that well No. 3 is characterized by a clear alignment of local methane production maxima along the conditional line of bottomhole movement (the direction of which is clearly visible from the surface). Ahead of the bottomhole, one can see the absence of prospects for early gas production by underground wells at a considerable distance from it. The contours of the response surface after a long, stable low section gradually increase as you approach the lava by 20–30 m. After that, the methane emission increases sharply to its maximum, followed by (in most cases) maintaining high values and beyond.
Behind the lava (to the right of the curve, which can be drawn along the contours of the yellow curves at about 60%), a nonlinear alternation of local maxima and minima can be traced. This can be associated with a number of hard predictable factors for the development of reserves: the slope of the roof, the loss of the stability of wellbores, the discontinuity of the movements of the roof rocks, the uneven mining and geological conditions, etc. It should be noted that at this time, most of the total gas production rate is extracted within the well cycle and most of the negative manifestations and threats to its stable operation.
From the analysis of Figure 3b, it can be seen that well No. 4 is characterized by less predictable behavior with a pronounced staging. The conditional bottomhole approach line is not so pronounced due to the presence of a dark open boundary at 1240–1220 m from the beginning of the panel. It should be noted that this indicates either the collapse of the well (or the inclusion of a well with a blocked wellbore) in the pad or its complete collapse due to the slope of the main roof. The first option is unlikely (from the experience and specifics of the mine); at the same time, a serious break in the productivity of the entire drainage network should be noted due to unfavorable situational and geological conditions for the development of reserves. The subsequent zone of increase in the productivity of the network of wells No. 4 indicates the “interception” of part of the gas flows from more remote wells of this type. Due to the constant supply of vacuum pressure to each wellhead, it was not possible to increase the “vacuum” for more remote wells, which did not allow for improving the safety of work on these days.
The distribution of methane flows is shown in Figure 4. From the analysis of Figure 4, it follows that wells No. 4 are more preferable for advanced degassing purposes. This is due to the fact that their zone of productive work (see yellow curves) begins at the beginning of the development of reserves (left side of the figure) approximately 5–13 m ahead of the face; after the landing ledge, the roof remains solid, reaching 20–35 m. For wells No. 3, discontinuous zones of local maxima are visible both in front of and behind the longwall, and the yellow curve (at the beginning of mining) is below the longwall movement line no more than 5 m. In addition, after, the roof exits sharply and, in some places, increases up to 40 m. Based on this, it can be argued that this type is more sensitive to changes in the stress–strain state of the coal massif and, as a result, is less reliable in the operation.
If in the area of operation, immediately before sowing the roof in well No. 3, the maximum concentration of methane was about 70% and began in the area with a stope, then for well No. 4 under the same conditions, the maximum already reached 90% and was starting from 10 to 15 m in the worked-out space. The lower natural stability in well No. 3, however, allowed the drainage network to work more stably (presumably due to better interception of gas flows from the fractured zone by remote wells during roof seeding). Due to the sharper elevation angle (40°), most of the massif can be “intercepted” in the event of failure of any of the wells. The results of the Q–Q plots are shown in Figure 5.
The analysis of Figure 5 shows that the linear trend for the model data for well #3 is slightly more deviated from the black line, to the quality of which it is necessary to strive. The linear trend equation has the following form (R2 = 0.71):
M = 0.659 O + 11.36
In addition, from Figure 5, it is obvious that the model data for well #4 have minimal deviations from the black line, and the angle of slope of the blue line is slightly less than for well #3 (which can be explained by the difference in sample volumes for the studied datasets). The linear trend equation has the following form (R2 = 0.76):
M = 0.738 O + 10.02
From the analysis of the slope angles of the linear trends and the parameters of the obtained equations, we should say that the quality of the obtained models is satisfactory.

4. Discussion

The average flow rates of the two considered wells were close in absolute values and strongly depended on the position of the longwall face. Like the concentration of methane, the net gas flow rate before the longwall was 0.8 to 1.3 m/min (on average 0.6 m/min); after the passage of the longwall, the wellhead point varied from 2.5 to 2.9 m/min (in some cases reaching 4–5 m/min). The most important factor for maintaining productive work and the safety of the wellbore was the manifestation of rock pressure. From the analysis of Figure 4, it follows that wells No. 4 (see the response surface projection in Figure 4b) are more productive. This is manifested in the fact that, compared with type No. 3, wells of this type have a uniform and sufficiently large distance from the crest of the local maximum (50–60% curves) to the face (below the thick yellow line is the position of the face at each point in time). This is a consequence of the fact that the wells generally work better with the development of situational geomechanical conditions in the extraction area compared with the more “nervous” behavior of less stable wells No. 3. Zones of maximum methane release in type No. 3 are more localized and unevenly distributed along the length of the yellow line. At the same time, during the primary roof breaks, they do not completely fail.
From the analysis of the obtained models, it follows that after the borehole collapse zone, the angle of methane release in front of the face increases, which indirectly may confirm the formation of a new hanging console of rocks due to established roof breaks [84]. The temperature profile of the production string is important for ensuring wellbore sustainability, which, with a lack of control, can lead to packer sealing failure [85]. Besides, we should admit the growth of the stability problem (borehole collapse and shrinkage) [86,87,88] for wells N° 3 and N° 4 by the mechanism described in [89,90]. Some cases of productivity loss in the operation of the degassing network at a mine site are caused by imperfect drilling techniques [91,92] or the limitation of downhole methods of resource extraction by surface boreholes [93,94,95]. In this case, it is rather worth recognizing the insufficient rigidity of the security structures erected in the goaf [96]. In some cases, the theory and mechanisms of annular pressure on underground boreholes’ wellhead are similar to the high-pressure gas field, which could cause casing integrity failure [97]. Similar problems for the cases of horizontal wells are quite well known [98,99,100]; at the same time, the relationship of wells’ failure in connection with the pitch of the roof landing is covered rather modestly.
Clear parallels between the model results obtained from Figure 4 can be clearly seen with a sharp decline in the methane concentration in well #3 (see the Figure 17 study [84]) of Pingmei No. 8 Coal Mine. This pattern has been revealed due to the length of the channel, when changes in the stress–strain state of the massif do not affect the wellhead zones. Similar patterns are traced with the operation of well No. 3 (see Figure 4a) and panels E3 and E4 of Tabas Mine (Iran) [101], where the nonlinear character of methane emission curves is traced for both panels and with similar amplitude parameters. Also interesting are the changes in time of the S-shaped curves (Figure 3 of the study [102]) of methane concentration changes in the methane concentration during mining of Panel I-C (Staszic-Wujek Mine, Poland). Their generalized form when reflected in the true 3D form would be similar to the models obtained by us in the main part of the work.
Techniques for modeling multifactorial nonlinear dynamic processes are still imperfect. The application of stochastic algorithms, as well as those based on learning, does not always allow a sufficiently reliable confirmation of the quality consistency of the model with the experimental data, even with a preferential set of retrospective data. At the same time, deterministic methods make it possible, in some cases, to simplify multispectral or multistage processing of a discrete data set. Our three-dimensional models in the S-L statement (length from the beginning of the section distance to the face) [51] can extend the ideas about the stress–strain state of the roof in the mined-out area (models as Figure 6 from [103]), as well as the wave dynamics of pore pressure in gauges RP2 and RP3 above LW5121 (Anhui Province, China) [104]. A pronounced nonlinear character in combination with jumplike local bursts of methane emission dynamics is typical for both types of wells, indicating the discontinuity of deformation processes in the overlying rocks of the roof with the expansion of areas (shells) of zonal disintegration deep into the rock massif. Perhaps this can be explained by the presence of discontinuous deformation in the roof of a deep roadway, described in the work [83].
Moreover, one of the recent studies [105] convincingly proved the relationship between pressure release and the growth of methane concentration from 4 m after the longwall passage in the Tingnan Coal Mine (China). At the same time, the fact [106,107] that the dynamics of methane emission directly depends on changes in the concentration of gas in the extracted mixture indicates an obvious opportunity to use the latter as a “connecting link”. It can be effectively used for a qualitative assessment of the direct and inverse relationship between the stress–strain state of the geoenvironment and the distribution of gas flows in it.
The advantage of the author’s approach is using the established patterns of the best natural stability of undermined wells to optimize the parameters of the spatial orientation of the existing drilling passport. Other methods of preliminary degassing (fishbone well or fracture, any preliminary action on the massif) (according to the general theory of degassing) are always more energy consuming than “advanced degassing” (when drilling of wells ends at 100–70 m immediately before the approach of the lava and their mouth is not yet deformed due to the effect of “zonal disintegration” of the massif in the area of influence of the drift) due to the fact that the natural unloading of the overlying rocks causes the transformation of the solid coal-gas solution with the intensification of the flow rate into zones of technogenic fracturing.

5. Conclusions

Increasing methane production from unconventional deposits to ensure decarbonization of coal mining is difficult to ensure without complicating approaches to modeling the distribution of gas flows in the goaf.
The scientific significance of the work lies in the ideas of development about the implementation mechanism and patterns of rock pressure nonlinear manifestations (the methane concentration dynamics in a mixture with a constant vacuum pressure is considered to be an indirect indicator of deformation process development), inducing the activation of methane release into underground wells, determining the parameters of drilling wells that provide greater natural stability and productivity of advanced drainage, but being more prone to failure during the primary roof breaks. As a result, the following main points were identified:
  • It was found that a 50% increase in the inclination angle (from 40° to 60° with other drilling parameters being equal) leads to a uniform decrease in the productive work area distance (60%) from 13 to 5 m just before the roof landing, followed by a sharp increase in the area up to 35 m ahead of the face;
  • If the inclination angle is 40°, the effect of advance degassing is characterized by significant irregularity, which is accompanied by nonlinear alternation of local maximums and minimums of methane emission, while the zone of productive work (ahead of the face) does not exceed 5 m before planting the roof, followed by a sharp but short-lived increase in distance to 40–42 m.
The practical significance of the results obtained lies in the use of established patterns to select the optimal parameters for drilling underground wells and ensure the safe development of coal and gas deposits. In these specific conditions, increasing the productivity of methane capturing from the technogenic disturbed coal-gas reservoir is more representative of the abandonment of all wells N° 3 and the transition to a more frequent grid of well clusters of wells N° 4. This, on the one hand, will increase the quality of “interception” of gas flow emission from the zone, anticipating fracturing by more remote wells; on the other hand, it will make the operation of the entire system more reliable. At the same time, it is necessary to develop a separate set of measures in the field of work at the mine in the conditions of shutdown of individual well clusters or emergency operation of the territory degassing network.
The universality of the obtained results consists in the possibility of expanding the use of the authors’ approach to modeling nonlinear processes for a wider range of tasks, for example, to improve the methodology for presenting the results of “carbon polygons” [57,58] or assessing the impact of mining wastes on the environment [108,109,110].
The promising areas for further research are related to improving the methodology for obtaining qualitative 3D regression models (formulas) when processing “big smoothed data” based on teacher training (one of the standard machine learning methods) and comparing them with images of basic projections (Figure 4).

Author Contributions

Conceptualization, B.V.M. and V.I.G.; methodology, V.B.; software, V.V.K.; validation, Y.A.T. and A.A.B.; formal analysis, S.V.T.; investigation, V.B.; resources, V.V.K.; data curation, Y.A.T.; writing—original draft preparation, V.B.; writing—review and editing, B.V.M. and V.I.G.; visualization, A.A.B.; supervision, B.V.M.; project administration, B.V.M. and V.I.G.; funding acquisition, Y.A.T. All authors have read and agreed to the published version of the manuscript.

Funding

The study was funded by the state assignment research of FRC SSC RAS FGRW-2021-0015, project N° 122032300363-3 (Brigida V., designing of the author’s approach to modeling nonlinear processes).

Data Availability Statement

The data presented in this study are available from the corresponding authors upon reasonable request.

Conflicts of Interest

The authors declare no conflict of interest.

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Figure 1. Location of wells N° 3 and N° 4 in the mine site: 1—coal seam; 2—well casing; 3—air roadway 18th eastern longwall; 4—roadway deformations; 5—haul roadway 17th eastern longwall; 6—lining; 7—goaf; 8—sandstone; 9—aleurolite; 10—claystone.
Figure 1. Location of wells N° 3 and N° 4 in the mine site: 1—coal seam; 2—well casing; 3—air roadway 18th eastern longwall; 4—roadway deformations; 5—haul roadway 17th eastern longwall; 6—lining; 7—goaf; 8—sandstone; 9—aleurolite; 10—claystone.
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Figure 2. Dynamics of methane emission in “space–time” coordinates based on primary information: (a) and (b)—wells N° 3 and N° 4, respectively.
Figure 2. Dynamics of methane emission in “space–time” coordinates based on primary information: (a) and (b)—wells N° 3 and N° 4, respectively.
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Figure 3. Models of methane emission dynamics for (a) well #3 and (b) well #4.
Figure 3. Models of methane emission dynamics for (a) well #3 and (b) well #4.
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Figure 4. Evolution of methane concentration during degassing of the undermined rock mass: (a) is well #3 and (b) is #4 (the thickened curve is the line of face movement).
Figure 4. Evolution of methane concentration during degassing of the undermined rock mass: (a) is well #3 and (b) is #4 (the thickened curve is the line of face movement).
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Figure 5. Quality of gas flow modeling based on residual analysis.
Figure 5. Quality of gas flow modeling based on residual analysis.
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Table 1. Borehole parameters.
Table 1. Borehole parameters.
Borehole Length
(m)
Inclination Angle
β (°)
Hole
Azimuth
φ (°)
Hole
Diameter
(mm)
Casing Diameter
(mm)
Casing Length
(m)
Drillhole Spacing
(m)
N° 312040351321201520–25
N° 412060601321201520–25
Table 2. Data on methane concentrations in underground wells.
Table 2. Data on methane concentrations in underground wells.
NBorehole #4Borehole #3
t, dayS, mCH4, %t, dayS, mCH4, %
181133028113307
2811310081131015
381128008112800
481126038112601
58313301183133014
68313101.583131014
783128008312800.5
883126018312603.5
988128038812800
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Malozyomov, B.V.; Golik, V.I.; Brigida, V.; Kukartsev, V.V.; Tynchenko, Y.A.; Boyko, A.A.; Tynchenko, S.V. Substantiation of Drilling Parameters for Undermined Drainage Boreholes for Increasing Methane Production from Unconventional Coal-Gas Collectors. Energies 2023, 16, 4276. https://doi.org/10.3390/en16114276

AMA Style

Malozyomov BV, Golik VI, Brigida V, Kukartsev VV, Tynchenko YA, Boyko AA, Tynchenko SV. Substantiation of Drilling Parameters for Undermined Drainage Boreholes for Increasing Methane Production from Unconventional Coal-Gas Collectors. Energies. 2023; 16(11):4276. https://doi.org/10.3390/en16114276

Chicago/Turabian Style

Malozyomov, Boris V., Vladimir Ivanovich Golik, Vladimir Brigida, Vladislav V. Kukartsev, Yadviga A. Tynchenko, Andrey A. Boyko, and Sergey V. Tynchenko. 2023. "Substantiation of Drilling Parameters for Undermined Drainage Boreholes for Increasing Methane Production from Unconventional Coal-Gas Collectors" Energies 16, no. 11: 4276. https://doi.org/10.3390/en16114276

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