Home A new method for identifying reservoir fluid properties based on well logging data: A case study from PL block of Bohai Bay Basin, North China
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A new method for identifying reservoir fluid properties based on well logging data: A case study from PL block of Bohai Bay Basin, North China

  • Jian Song , Hao Zhang , Jianhong Guo , Zihao Han , Jianchao Guo and Zhansong Zhang EMAIL logo
Published/Copyright: November 20, 2024
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Abstract

The characterization of reservoir fluid properties is a crucial component of oilfield operations, as it provides a vital data foundation for the development and optimization of oilfield work programs. However, the complexity of water-flooded, along with the mixed data from drilling and cable logging, and the inherently weak foundational research, make the evaluation of water-flooded formations difficult. Therefore, this article aims to address this challenge by proposing a new reservoir fluid identification method. In this article, an improved Markov variation field model is applied to map geophysical logging data and is integrated with a quantum hybrid neural network (HQNN) to address the nonlinear correlations between logging data. By integrating the non-standard Markov variation field with HQNN, this article constructs a novel reservoir fluid identification model. Experimental results demonstrate that the model achieves a recognition accuracy of 90.85% when trained on feature images mapped from logging data. Furthermore, the superiority of the HQNN was validated through eight sets of comparative experiments. Additionally, the model was further validated using logging data from blind wells within the block, demonstrating high predictive accuracy and proving its effectiveness for reservoir fluid identification in the PL block. The method proposed in this article not only addresses the challenge of evaluating water-flooded layers in the absence of key logging curves but also offers a novel approach to reservoir fluid identification using geophysical logging data. The non-standard Markov transition field model is employed to map logging data into feature images, offering a new perspective on the application of geophysical logging data in practical reservoir analysis.

1 Introduction

During oilfield development, water injection is a crucial method for enhancing oil recovery. Particularly in the mid to late stages of development, water-flooded layers have become a widespread phenomenon. High-precision identification of water-flooded layers is critical for optimizing oilfield development strategies. During water flooding, the reservoir’s physical, oil-bearing, and electrical properties, as well as the distribution of residual oil, may undergo different changes. These changes directly impact water-flooded layer identification and logging evaluation, subsequently guiding new well testing and adjustments to development plans. Therefore, accurately identifying reservoir fluid types in oilfields, particularly through effective evaluation of water-flooded layers, is of great significance for enhancing oil recovery rates [1,2].

At present, the identification of reservoir fluid properties, especially for waterflooded layers, predominantly depends on logging data. Commonly adopted methods include resistivity [3], rendezvous maps [4,5], baseline offsets of the spontaneous potential curve [6], acoustic time difference, and nuclear magnetic resonance (NMR) [7]. Sun Deming and Chu introduced a method to directly determine formation water resistivity in water-flooded layers using spontaneous potential curve analysis [8]. Sun Yongxing et al. improved understanding of the influencing factors of the spontaneous potential curve and acoustic porosity through compaction corrections. By utilizing standardized logging data, they quantified formation porosity, shale content, and the resistivity of mixed formation fluids, formulating a mathematical model for flushing efficiency that advanced the interpretation of water flooding levels [9]. Shao Weizhi demonstrated that Nuclear Magnetic Resonance (NMR) logging can differentiate pore fluids based on diffusion coefficients, aiding in precise water-flooded layer identification and evaluation [10]. Through the analysis of geophysical logging data from the Cretaceous Yaghlymian clastic reservoirs, combined with the calculation of petrophysical parameters and shale volumes using Clavell’s formula, potential oil and gas reservoirs are accurately identified [11,12]. Li reconstructed capillary pressure curves to calculate oil saturation, enabling the evaluation of water-flooding levels in medium to high permeability wells without core samples [13]. Several petrophysical models based on logging data, incorporating the Gassmann fluid substitution model, were employed to predict variations in the elastic parameters of the reservoir. These models elucidate reservoir behavior under varying geological conditions, enabling the construction of a detailed characterization model of the Yaghlymian clastic reservoir and contributing significantly to the identification of gas-bearing zones [14]. Schmitt and Plessix developed an integrated approach using well-logging curves sensitive to water injection, combining acoustic time differences, spontaneous potential, and resistivity curve analyses [15,16,17]. Khokhar and Schon conducted detailed studies on thin-layer evaluations using resistivity curves, while Strickland R improved reservoir resolution through high-resolution induction logging, effectively facilitating qualitative identification of water-flooded formations [18,19]. Concurrently, Strickland R enhanced reservoir resolution through the application of high-resolution induction logging, which successfully facilitated the qualitative identification of water-flooded formations [20]. By constructing a cross plot of lithofacies saturation alongside an isoparametric map of reservoir parameters, the vertical and horizontal variations of these parameters are analyzed, facilitating the visualization of the underground geographical distribution of reservoirs [12].

The introduction of sophisticated mathematical methods and machine learning techniques has markedly advanced the methodologies for determining reservoir fluid properties. Saikia et al. have showcased an innovative application of artificial neural networks for enhanced reservoir characterization [21]. By integrating the XGBoost algorithm with the MAHAKIL oversampling method to process logging data from low-permeability sandstone reservoirs, this approach effectively addresses the classification challenges posed by sample imbalance in fluid property identification [22]. Zhang et al. engineered an advanced integrated learning model that effectively synergizes the weak learners into a single, strong learner. This model not only maintains the diversity of classification tasks among the weak learners but also consistently achieves superior prediction accuracy, surpassing that of individual weak classifiers [23]. A sophisticated approach utilizing a graph convolutional network, integrated with advanced machine learning and deep learning techniques, facilitates the qualitative classification of oil and gas zones based on the petrophysical properties derived from logged well data [24]. Liu et al. have developed a hybrid model that integrates quantum particle swarm optimization with fuzzy neural networks, enhancing both the accuracy and efficiency of fluid identification in carbonate reservoirs. This model capitalizes on the probabilistic properties of quantum computing to refine decision-making in complex geological settings, representing a significant advancement over traditional methods [25]. The application of quantum neural networks for identifying water-flooded layers, as proposed by Zhao et al., significantly enhances the accuracy of automated water-flooded layer identification, demonstrating notable adaptability and practicality [26]. Feng et al. employed grey correlation weight analysis of parameters closely related to fluid properties. They subsequently utilized a logging identification method based on this analysis to identify reservoir fluid properties, achieving promising results [27]. Zhu et al. proposed a semi-supervised deep learning method based on extended logging data to accurately calculate the porosity of deep-sea gas hydrate reservoirs [28].

While machine learning methods have demonstrated considerable potential in evaluating water-flooded layers, enhancing the model’s accuracy and reliability necessitates effective hyperparameter optimization. The Bayesian hyperparameter optimization method (BO) is integrated into the random forest algorithm (RF) and the gradient-boosted decision tree algorithm (GBDT) to develop a prediction model for coalbed methane gas content. The BO-GBDT model demonstrates superior accuracy, significantly enhancing prediction performance [29]. By employing an inversion method based on a probabilistic physical neural network, coupled with Bayesian approximation, the accuracy and uncertainty quantification of seismic rock property predictions are significantly enhanced [30]. The tree-structured Parzen estimator (TPE) algorithm within the Optuna framework is utilized to automatically optimize hyperparameters, addressing the challenges of seismic signal denoising and velocity inversion.Compared to traditional grid search, Optuna significantly enhances the efficiency and accuracy of hyperparameter optimization, while automatically selecting the optimal network architecture and learning rate [31]. By employing a gated recurrent neural network (GRNN), P-wave velocity, S-wave velocity, and density data are simultaneously utilized to predict porosity, water saturation, and shale content, enabling more accurate reservoir characterization [32]. A gradient boosting model (GBM) is employed to predict triple-combination logging data, while reservoir properties such as porosity, shale volume, and water saturation are estimated through physics-based joint inversion. This approach significantly enhances the accuracy and efficiency of reservoir characterization [33].

The workflow of this study consists of several key steps. First, field data and experimental data related to water-flooded layers are analyzed to better understand the complex changes in pore structure and resistivity due to water saturation. Next, a more sophisticated nonlinear model is developed using a quantum hybrid neural network (HQNN) combined with a non-standard Markov transition field (UMTF) model. This model maps geophysical logging data into two-dimensional images, which are used as inputs for the neural network to identify water-flooded layers. The HQNN is chosen due to its ability to capture non-linear relationships in the data and enhance the generalization capability of the model. Compared to traditional methods, the proposed approach offers several advantages. By employing two-dimensional mapped images as input data, the HQNN model significantly improves the accuracy of water-flooded layer identification. Furthermore, the use of the non-standard Markov transition field model allows for a more precise representation of complex logging response characteristics that are often overlooked by conventional well-logging interpretation models. However, the method may require extensive computational resources and relies on the availability of high-quality training data. This study differs from previous approaches by introducing a novel process that integrates machine learning with advanced geophysical data mapping techniques. The proposed identification process is tailored for the PL block, with the model validated using blind well data from the block, demonstrating its effectiveness and providing a reliable solution for water-flooded layer identification in this region.

2 Geological setting and data analysis

2.1 Overview of the study area

The Bohai Bay Basin, situated in eastern China, is a characteristic Cenozoic terrestrial oil-bearing basin, encompassing an area of 20 × 10 4 km 2 [34,35,36]. The Bozhong depression, a notably hydrocarbon-rich area within the Bohai Bay Basin [37,38], is bordered by the Jiao Liao Rise to the east, the Cheng Ning Rise to the west, the Liaodong Bay Depression to the north, and the Jiyang Depression to the south, covering an area of 2 × 10 4 km 2 (Figure 1a) [39,40,41,42], The Bohai Oil Region, situated in the east-central portion of the Bohai Bay Basin, is developed atop the Cenozoic Craton Rift Basin above the Meso-Paleozoic boundary in North China. Adjacent to this, the Bohai Sea, a semi-enclosed sea bordered by the Shandong and Liaodong Peninsulas, defines the region’s maritime boundaries. The PL oil field is positioned north of the Miaoxi Rise within the Bohai Central Depression, covering an area of approximately 450 km 2 . In the PL oilfield, the principal oil-producing strata are located in the lower segments of the Neoproterozoic Minghuazhen Formation and the Guantao Formation. Notably, the L50-L100 oil group within the Guantao Formation constitutes the primary productive layer. The deposition of the Guantao Formation was primarily driven by the Himalayan orogeny, occurring on a foundation of regional denudation within the Tertiary strata. The sedimentary layers developed inheritably from fault depressions to basinal depressions, with thicknesses ranging from 150 to 400 m. Currently, the comprehensive water saturation level is 80%; this layer constitutes the primary focus of the current study.

Figure 1 
                  Regional location of the PL field and the integrated geological column of the PL field (a) show the location of the PL oilfield. (b) Comprehensive geological column showing the PL oil field. (c) Granularity statistics according to the Udden-Webtworth classification. (d) The mineral content of the study area (XRD).
Figure 1

Regional location of the PL field and the integrated geological column of the PL field (a) show the location of the PL oilfield. (b) Comprehensive geological column showing the PL oil field. (c) Granularity statistics according to the Udden-Webtworth classification. (d) The mineral content of the study area (XRD).

In the PL oilfield, the Guantao Formation exhibits an average stratigraphic thickness of 561 m, primarily composed of thick-bedded mudstone interspersed with thin-bedded sandstone. The formation’s lithology predominantly consists of medium-grained and fine-grained sandstones that are conglomerate-bearing, with local variations including conglomerates. The stratigraphy of the Guantao Formation is vertically segmented into upper and lower sections. The upper section ranges from 150 to 200 m in thickness and is primarily composed of medium to fine sandstone, interspersed with thin mudstone and gravel-bearing medium-coarse sandstone. The sandstone reservoirs typically exceed 2 m in thickness, with the predominant reservoir types being medium-thick and thick. The lower section of the Guantao Formation has a thickness ranging from 300 to 450 m, predominantly comprising conglomerate-bearing medium-coarse sandstone, interspersed with medium-fine sandstone and mudstone. The sandstone layers vary in thickness from 1.5 to 9.5 m, primarily consisting of thin to medium-thick strata. Integrating core and logging data analyses, the Guantao Formation in the PL Oilfield is characterized as a typical discursive river deposition. It features extensively developed trough-like interbedded laminations and natural gamma curves predominantly displaying bell-type and box-type patterns. The grain sequence exhibits a positive rhythmic pattern, and the sandstone displays poor lateral contrast [43].

2.2 Data analysis

Following core pore penetration experiments on three wells and subsequent statistical analysis of grain size within the target layer, porosity was found to range from 7.3 to 36.3%, averaging 22.65%. Similarly, permeability varied from 0.336 to 9,930 mD, with a mean value of 283.39 mD (Figure 2). The reservoir exhibits a broad distribution of porosity and permeability, with marked variability and complex physical properties. The grain size analysis data include 157 individual analyses. Figure 1c illustrates the distribution of grain sizes in the Guantao Formation’s reservoirs within the PL block, accompanied by a classification table (Table 1) that correlates sandstone types with their respective grain sizes. Analysis of these data indicates that grain sizes in the Guantao Formation predominantly fall within the range of 1–8 phi, with an average value of 3.25 phi.

Figure 2 
                  Porosity and permeability of the study block.
Figure 2

Porosity and permeability of the study block.

Table 1

Particle size sandstone classification table corresponding to value and particle size

Particle size (ф) Mean grain size Lithology (Udden-Webtworth)
0–1 0.5–1 mm Grit sanstone
1–2 0.25–0.5 mm Medium sandstone
2–3 125–250 μm Fine sandstone
3–4 62.5–125 μm Very fine sandstone
4–8 3.90625–62.5 μm Siltstone

A development well from the study area was selected, and the perforated interval was analyzed to assess the logging response. As depicted in Figure 3, the black section represents the perforated interval, which measures 15 m in length. The resistivity curve exhibits substantial fluctuations, while the natural gamma curve is attenuated. A pronounced decrease in resistivity occurs at the junction between the 5th and 6th layers, confirming a change in the reservoir fluid characteristics at this location.

Figure 3 
                  Logging response logging map of shot hole sections of development wells in the study area.
Figure 3

Logging response logging map of shot hole sections of development wells in the study area.

2.3 Difficulties in evaluation

In the study block, several traditional water-flooded layer interpretation methods, which rely on the spontaneous potential curve and acoustic time-difference curve – such as the baseline offset method derived from the spontaneous potential curve – are inapplicable due to the absence of these curves in most wells. Additionally, determining formation water resistivity remains a critical issue in interpreting water-flooded layers. Current methods primarily involve experimental measurements, calculations of spontaneous potential, or apparent resistivity techniques. However, most wells in the study block lack spontaneous potential curves and have high mud content. These conditions significantly affect the reliability of these methods, leading to poor applicability in the study block. Moreover, techniques such as the use of rendezvous plates for qualitatively identifying water-flooded layers in the PL block exhibit low accuracy and do not correlate well with production data obtained from perforations.

3 Method

3.1 Markov transformation field (MTF)

MTF is a technique that converts time-series data into image data, encapsulating the data in a format that illustrates the probability of state transitions, thereby enabling two-dimensional observation and analysis [44]. Utilizing the collected geophysical logging data, data from each sampling point are employed as input groups. These are then classified according to fluid properties inferred from sealed core and production data to facilitate state discretization. Following this, the transfer probabilities of these discretized states are computed, leading to the creation of a transfer matrix. The feature images derived from this matrix vary according to the specific data of each sampling point. Unlike time series, under this definition, logging data are considered spatial data, prompting a modification of the standard Markov Transition Field in this article. Conventionally, state transitions in time series depend on temporal shifts, whereas, in Markov Transition Fields derived from logging data, the transitions depend on spatial location shifts. As the sampling intervals for each data point in logging data are consistent, the introduction of additional spatial distance weights does not significantly impact the results. Thus, the non-standard Markov transition matrix can be expressed as follows [45,46] (Figure 4):

(1) UMTF = P ( x i q 1 | x j q 1 ) P ( x i q 1 | x j q n ) P ( x i q m | x j q 1 ) P ( x i q m | x j q n ) .

Figure 4 
                  The UMTF conversion process.
Figure 4

The UMTF conversion process.

Then, the process of mapping the logging data according to the non-standard Markov variation field is represented as:

3.2 Quantum computing and HQNNs

A quantum bit, or qubit, serves as the fundamental unit of information in quantum computing, distinct from the classical binary digit, or bit, which exists solely in the states of 0 or 1. A qubit, however, can simultaneously occupy both the 0 and 1 states, a phenomenon known as superposition. Moreover, qubits can exhibit entanglement, where the state of one qubit can instantaneously influence another with which it is entangled. These two pivotal properties – superposition and entanglement – underpin quantum computing. In binary systems, unlike qubits, bits are confined to discrete states of “0” or “1,” but qubits can also exist in a superposition, mathematically represented as follows [47,48]:

(2) | φ = a | 0 + b | 1 .

a, b denote the probability amplitude, satisfies | a | 2 + | b | 2 = 1 , this means { 0 , 1 } acts as the basis. Therefore, the quantum state of any individual quantum bit may be succinctly expressed as a vector:

(3) | φ = a b C 2 .

In quantum computing [49], quantum gates can transform the quantum states of quantum bits, functioning similarly to classical logic gates in classical computing. According to quantum mechanics, any quantum gate corresponds to a unitary operator U , satisfying U U = I , where U represents the conjugate transpose of U . Transforming the initial quantum state ψ = i = 0 2 n 1 α i i by U results in the quantum state:

(4) U ψ = U i = 0 2 n 1 α i i = i = 0 2 n 1 β i i .

In the HQNN, the architecture integrates convolutional, pooling, and fully connected layers. These components collectively facilitate the execution of classification and recognition tasks through a systematic training process, encompassing data preprocessing, quantum state preparation, construction of neural network structures, and network optimization. The comprehensive architecture of the HQNN is depicted in Figure 3.

4 Model development

4.1 Data processing

Organizing the collected geophysical logging data from the study area revealed that most wells lacked spontaneous potential and acoustic time-difference curves. Consequently, this analysis incorporated natural gamma (GR), density (RHOB), neutron (TNPH), various resistivity (RDEEP, RMED, RSHALLOW), and porosity (PHIE) logging curves as the primary input data. Logging data from six wells in the study area were used as input data, and the range of logging response values with curve types is given in Table 3. This study further synthesized sealed coring results and production data analysis to identify 64 strongly, 77 moderately, and 53 weakly water-flooded formations, summing up to a total of 194 water-flooded formations. Information entropy reflects the uncertainty of the transfer matrix, higher entropy values indicate more uniform state transitions, and results with high entropy suggest more complex changes in logging data. Conversely, lower entropy values denote more concentrated state transitions, and results with low entropy imply simpler changes in the logging data [50]. The variability of transfer probabilities, measured as the variance of these probabilities within the transfer matrix, indicates that higher variances correspond to greater variations in state transitions. As illustrated in the table, the RDEEP curve demonstrates the most significant contribution to the mapping process. This finding aligns with the established understanding that the primary alteration in water-flooded layers pertains to the reservoir’s resistivity. Consequently, employing a non-standard MTF model to map geophysical logging data into feature images is deemed appropriate. Formulations for calculating the variability of information entropy and transfer probability are as follows:

(5) H = i j P i j log 2 ( P i j ) ,

(6) σ 2 = 1 n i j ( P i j μ ) 2 .

Table 2 delineates the contribution scores within the UMTF modeling process, utilizing two distinct evaluation metrics. The accompanying figure displays the feature images alongside their respective state transfer matrices, generated by the UMTF model. This model efficiently transforms raw geophysical logging data into 2D images, subsequently computing state transfer matrices that effectively capture the intricate patterns of change inherent in the data.

Table 2

Scores for each curve under both assessment metrics

PHIE RDEEP RMED RSHALLOW RHOB TNPH GR
Entropy 4.44 5.84 5.43 5.22 3.02 3.86 5.73
Variance 3.45 3.94 3.24 3.78 3.71 3.59 3.49

The distribution of logged values for various fluid properties is depicted in the box-line diagram, where trends in the logged responses to different fluids are evident. Notably, resistivity decreases with escalating levels of water flooding, whereas no discernible trends are observed in the logged changes for natural gamma, neutron, and density measurements. Additionally, considerable overlap exists among the data corresponding to different water-flooded levels.

Due to variations in magnitude and dimension across the geophysical logging data from each sampling point – from unflooded formations to purely water-saturated and water-flooded formations – standardization was imperative. Data normalization, a critical preparatory step for modeling, significantly enhances the precision of training and the accuracy of predictions. Consequently, each set of input data was normalized to a range of [0, 1] using the minmax_scale function from the sklearn library in PyCharm. The normalization formula employed is as follows:

(7) Y = X X min X max X min ,

where Y is the normalized logging data and X is the original logging data, and X max , X min are the maximum and minimum values of the logging data. Following normalization, the data underwent processing, and transfer matrices for five distinct state classes were computed in accordance with the workflow specified by the non-standard MTF model. Subsequently, this approach facilitated the generation of 8,786 feature images, representing transformations across three classifications of layers: flooded, unflooded oil, and pure water.

4.2 Partition of the training and testing data

Given the potential for significant variability in outcomes based on different training and testing set division ratios, and the propensity for overfitting within deep learning tasks, it was necessary to investigate the impact of data distribution on the UMTF-HQNN model. To mitigate overfitting and explore this effect, the training and test set ratios were systematically adjusted to 8:2, 7:3, and 6:4, respectively. This study did not employ the 9:1 and 5:5 data division ratios for the following reasons: the 9:1 ratio, despite offering abundant training data, fails to adequately assess the generalization ability of the UMTF-HQNN model due to the limited test data. Conversely, the 5:5 ratio, while providing ample test data, significantly reduces the training dataset, potentially leading to inadequate model training and suboptimal performance. Consequently, ratios of 8:2, 7:3, and 6:4 were selected to balance substantial training data with sufficient test data, facilitating a thorough evaluation of model performance. These division ratios are well-established in prior research and practical applications, having demonstrated their efficacy in optimizing the balance between training and evaluation demands of models. Consequently, the adoption of these ratios is pragmatically justified and contributes to achieving stable and reliable experimental outcomes.

As the fundamental unit of quantum information, quantum bits (qubits) are crucial in determining the complexity and computational efficiency of quantum computing tasks. Prior research has established that an increased number of qubits can enhance computational power and capacity for more complex model representations in quantum machine learning. However, this increase also potentially raises the system’s noise and complexity levels [51]. To optimize computational efficiency and model performance, this study experimentally evaluates various quantum bit configurations to determine the ideal number for identifying reservoir fluid properties, given the available technology. Citing Rispoli, M., and Wu, S., [52,53] it is noted that certain quantum algorithms may achieve significant performance enhancements or resource utilization efficiencies with up to eight qubits. Consequently, this research includes a comparative analysis of 4, 8, and 12 qubits to discern trends in model performance as the number of qubits increases (Figure 5).

Figure 5 
                  (a) The overall architecture of HQNN, (b) HQNN structure.
Figure 5

(a) The overall architecture of HQNN, (b) HQNN structure.

Within the UMTF-HQNN model framework, both the convolutional kernel size and the stride are configured to 2. The architecture incorporates a quantum convolutional layer, followed sequentially by a quantum pooling layer and a quantum fully-connected layer. To ensure robust optimization, the Adam optimizer is employed with a set learning rate of 0.001, widely acknowledged as optimal for balancing training speed with convergence. Following transformation via the UMTF model, the reservoir fluid property identification task is reformulated as an image classification challenge, for which a cross-entropy loss function is utilized to enhance classification accuracy. Figure 6. illustrates the workflow for identifying reservoir fluid properties using the UMTF-HQNN method, comprising four phases: data preparation, data mapping, model optimization, and validation.

Figure 6 
                  The transfer matrices corresponding to the feature images of different fluid properties: the left side is the feature image transformed by UMTF, and the right side is the feature matrix of UMTF, (a) and (b) are oil layers, (c) and (d) are pure water layers, (e) and (f) are weakly flooded layers, (g) and (h) are moderately flooded layers, (i) and (j) are strongly flooded layers.
Figure 6

The transfer matrices corresponding to the feature images of different fluid properties: the left side is the feature image transformed by UMTF, and the right side is the feature matrix of UMTF, (a) and (b) are oil layers, (c) and (d) are pure water layers, (e) and (f) are weakly flooded layers, (g) and (h) are moderately flooded layers, (i) and (j) are strongly flooded layers.

4.3 Model optimization

To achieve optimal model performance in practical applications, this study first optimized the split ratio of the training and test sets prior to model training. Initial manual experiments revealed that a 7:3 split between the training and test sets, along with 4 qubits, yields higher model accuracy. To further validate the effectiveness of this partition ratio and optimize the relevant hyperparameters, random sub-sampling cross-validation was employed for optimization. Random sub-sampling cross-validation independently trains and evaluates the model by repeatedly splitting the dataset into training and test sets. This approach effectively mitigates potential bias caused by data partitioning, allowing for a more accurate evaluation of the model’s performance and stability. In this study, after setting the data partition ratio to 7:3, we optimized key hyperparameters in the model, including convolution kernel size, convolution stride, batch size, and learning rate (the schematic diagram illustrating the random sub-sampling cross-validation process is provided in the Fig, while the optimal parameter combinations obtained from cross-validation are presented in the Table). We adjusted these parameters and, through five experiments, determined the optimal combination of hyperparameters. After each experiment, the model is trained on the training set and its performance is evaluated on the test set. By comparing model performance across different hyperparameter configurations, the configuration with the highest average accuracy on the test set was selected. This process not only validates the effectiveness of the data partitioning strategy but also facilitates the fine-tuning of hyperparameters to ensure the model’s generalization ability and stability on unseen data. Through this systematic optimization process, the model demonstrated significant improvements across various performance indicators. A detailed list of hyperparameters and their respective settings for the final model configuration is provided in the appendix. This stage of research has laid a solid foundation for the practical deployment of the model, ensuring high accuracy and reliability during real-world operation (Figure 7).

Figure 7 
                  Box line plots of logging response for different fluid properties (a) logging response for natural gamma, (b) logging response for deep resistivity, (c) logging response for compensated density, and (d) logging response for compensated.
Figure 7

Box line plots of logging response for different fluid properties (a) logging response for natural gamma, (b) logging response for deep resistivity, (c) logging response for compensated density, and (d) logging response for compensated.

5 Result and analysis

5.1 Analysis of experimental results

In this study, eight experimental sets, each consisting of 30 epochs, were conducted using Pytorch 1.13.1 and Pennylane 0.31.0. The objective was to assess whether optimal data partitioning ratios, quantum bit counts, and the application of the UMTF model for mapping geophysical logging data to feature images could enhance training outcomes. All comparative experiments were performed in Pycharm (Figure 8).

Figure 8 
                  Schematic representation of the random subsampling cross-validation process.
Figure 8

Schematic representation of the random subsampling cross-validation process.

Table 3 presents the confusion matrix of the UMTF-HQNN model for the test set. It illustrates that the model accurately identifies the oil and medium water-flooded layers. However, there is some misclassification between the strongly water-flooded layer and the pure water layer, as well as occasional misclassification of the weakly water-flooded layer due to its resistivity being close to that of the oil layer. Overall, the model demonstrates satisfactory performance on the test set.

Table 3

Summary of the types of logging curves and response ranges used as input data

WELL RDEEP (Ω/m) RMED (Ω/m) RSHALLOW (Ω/m) GR (API) PHIE (%) RHOB (g/cm3) TNPH (V/V)
X1 1.6–50.4 1.6–48.5 1.5–50.4 38.8–88.6 0.02–0.38 1.9–2.5 0.19–0.64
X2 1.6–33.1 1.5–34.3 1.5–37.0 35.8–99.2 0.1–0.36 2.0–2.36 0.11–0.66
X3 1.4–134.8 1.2–92.3 1.18–88.2 41.1–100.6 0.08–0.39 2.03–2.42 0.10–0.39
X4 1.3–69.4 1.2–42.7 1.1–36.3 40.7–119.3 0.11–0.38 1.9–2.71 0.18–0.49
X5 1.0–705.1 0.4–646.6 0.1–1323.5 37.5–124.6 0.09–0.38 1.4–2.42 0.18–0.74
X6 1.5–62.5 1.6–36.9 1.5–35.1 25.5–130.7 0.04–39 2.0–2.47 0.15–0.52

5.2 Application results

The described methodology was employed to evaluate the reservoir performance of well X9 in block PL, as depicted in Figure 9, with the results integrated with production data for a comprehensive assessment. Predictions for pure water layers by the UMTF-HQNN model were omitted from the figure as they are not pertinent to actual production. The figure displays the prediction results for the shot hole section of well X4 in block PL, which can be verified against the available actual production data (Tables 4 and 5).

Figure 9 
                  Flow of the UMTF-HQNN workflow.
Figure 9

Flow of the UMTF-HQNN workflow.

Table 4

The random subsampling cross-validation method is used to determine the model under different training data and test data ratios

Training set (%) Kernel size Stride Batch_size Learning rate Accuarcy (%)
1 60 2 × 2 2 12 0.001 85.4
2 65 3 × 3 4 16 0.002 86.7
3 70 4 × 4 8 20 0.005 89.1
4 75 3 × 3 16 32 0.01 90.3
5 80 2 × 2 2 16 0.001 91.2
Table 5

Confusion matrix of predicted by HQNN in test

Predicted
Water Oil Weak Medium Strong
True Label
Water 28(100%) 0(0%) 0(0%) 0(0%) 0(0%)
Oil 0(0%) 29(100%) 0(0%) 0(0%) 0(0%)
Weak 0(0%) 3(13.1%) 20(86.9%) 0(0%) 0(0%)
Medium 0(0%) 0(0%) 0(0%) 27(100%) 0(0%)
Strong 2(8%) 0(0%) 0(0%) 0(0%) 21(92%)

The UMTF-HQNN prediction results divided one shot hole section into two distinct oil and water systems. Actual production data show that the L50 oil group produces 128.82 m³ of fluid and 25.75 m³ of oil per day, with a combined water content of 80.01%. The UMTF-HQNN model predicts strong and medium water-flooded, which aligns with the actual data, indicating the prediction’s accuracy. (The predicted results relate only to the fluid properties of the reservoir at that depth and not to the effective thickness of the formation) (Figure 10).

Figure 10 
                  The UMTF-HQNN predictions for well X4 show different fluid properties: green for reservoirs, red for weak water-flooded, pink for medium water-flooded, light blue for strong water-flooded, and grey for ineffective reservoirs.
Figure 10

The UMTF-HQNN predictions for well X4 show different fluid properties: green for reservoirs, red for weak water-flooded, pink for medium water-flooded, light blue for strong water-flooded, and grey for ineffective reservoirs.

6 Discussion

6.1 Method comparison

This study includes multiple comparative analyses, Figures 11 and 12 present the accuracy and loss curves for each comparison experiment, respectively: (1) The impact of different training-to-test set ratios (8:2, 7:3, and 6:4) on accuracy is depicted in Figure (a). (2) The effect of varying quantum bit counts (4, 8, and 12) within the UMTF-HQNN model is shown in Figure (b). (3) The training performance of standardized geophysical logging data as input for the Quantum Neural Network (QNN) and LSTM models is presented in Figure (d). (4) The efficacy of feature images derived from geophysical logging data via the UMTF model, processed using the ResNet and LSTM models, is also illustrated in Figure d. (5) A further comparison involving the ResNet18 and UMTF-HQNN models using feature images mapped by the UMTF model is detailed in Figure 11c. The study reveals that the model achieves its highest accuracy of 90.85% at the 27th Epoch under a 7:3 training-to-test set ratio. Conversely, the least effective training occurs with a 6:4 ratio, likely due to an excessive allocation of data to the test set, diminishing the training set’s capacity to fully capture the data’s features. Figure (a) distinctly demonstrates the convergence speeds of the UMTF-HQNN model across the three tested ratios. Notably, the model’s convergence speed is significantly slower at an 8:2 ratio compared to the other configurations, whereas it begins to converge earlier with the 6:4 ratio.

Figure 11 
                  Accuracy curves of the comparison experiments in the study (a) Comparison of training accuracies with different quantum bits (b) Division of the three datasets of the HQNN model at 4 Bit (c) Comparison of the accuracies of the HQNN and the Resnet model at 4 Bit and 8:2 (d) Comparison of the accuracies of the HQNN with the QNN and the LSTM models without passing through the mapped data at 4 Bit and 8:2.
Figure 11

Accuracy curves of the comparison experiments in the study (a) Comparison of training accuracies with different quantum bits (b) Division of the three datasets of the HQNN model at 4 Bit (c) Comparison of the accuracies of the HQNN and the Resnet model at 4 Bit and 8:2 (d) Comparison of the accuracies of the HQNN with the QNN and the LSTM models without passing through the mapped data at 4 Bit and 8:2.

Figure 12 
                  (a) Comparative analysis of the loss functions across varying quantum bit configurations; (b) Partitioning of the three datasets utilized in the HQNN model with a 4-bit configuration; (c) Comparative assessment of the loss functions between the HQNN and ResNet models at 4-bit and 8:2 configurations; (d) Comparison of the loss functions of the HQNN, QNN, and LSTM models without passing through mapped data at 4-bit and 8:2 configurations.
Figure 12

(a) Comparative analysis of the loss functions across varying quantum bit configurations; (b) Partitioning of the three datasets utilized in the HQNN model with a 4-bit configuration; (c) Comparative assessment of the loss functions between the HQNN and ResNet models at 4-bit and 8:2 configurations; (d) Comparison of the loss functions of the HQNN, QNN, and LSTM models without passing through mapped data at 4-bit and 8:2 configurations.

Optimal training outcomes were achieved with a 7:3 data division ratio, which was subsequently selected for comparative experiments involving various quantum bit counts. As depicted in Figure 11a, the accuracy curves for configurations of 4, 8, and 12 quantum bits indicate a deviation from prior studies. While earlier research suggested optimal performance at 8 bits, our findings reveal superior results at 4 bits and the least effective training at 12 bits. Analysis indicates that an escalation in the number of quantum bits might engender increased complexity in the model and a heightened risk of overfitting. Following the transformation of geophysical logging data into feature images via the UMTF model – which incorporates seven distinct curves – the principles of quantum computing dictate that n quantum bits encode 2 n independent states. Consequently, 4 quantum bits can effectively encode 16 independent states [49,50,54,55]. When the effective dimensionality of the data aligns closely with that represented by 4 quantum bits, an optimal fit is often achieved – here, the model’s complexity is well-suited to the data’ s own complexity, allowing it to capture essential data features without overfitting or underfitting. Moreover, an increase in the number of quantum bits typically enhances the model’s sensitivity to noise and errors, potentially reducing training accuracy as more quantum bits are employed. This heightened sensitivity can diminish the model’s training accuracy as the number of quantum bits increases.

Figure 11c illustrates the accuracy comparison between the UMTF-HQNN and Resnet18 models, with the UMTF-HQNN model demonstrating superior training performance, particularly in handling high-dimensional and complex data. From a data-driven perspective, the UMTF-HQNN model outperforms the classic convolutional neural network, Resnet18, which is well-suited for large-scale, medium to low-dimensional complex datasets due to its residual components. However, with only 8,786 feature images derived from the UMTF model, the dataset size remains relatively small compared to typical large-scale datasets. Consequently, the Resnet18 model may require training on more extensive datasets to optimize its performance fully.

To assess whether employing the UMTF model to map geophysical logging data enhances training effectiveness, standardized logging data were utilized as input for training the QNN and LSTM models. Accuracy curves displayed in Figure 11d reveal that the UMTF-HQNN model consistently achieves superior training accuracy compared to the QNN and LSTM models, with the QNN model showing the poorest performance in all comparative sets. This underperformance may stem from the high complexity inherent in QNN’s pure quantum computation units, leading to training instability and pronounced fluctuations. Conversely, while the LSTM model excels in capturing long-term dependencies in time-series data, it struggles with the nonlinear relationships characteristic of geophysical logging data.

6.2 Advantages of the UMTF-HQNN method

In this study, the reservoir fluid property identification method, integrating the HQNN and the UMTF model, demonstrated promising application results within a specific geological context. Notably, in the PL block of the Bohai Bay Basin, this approach effectively addresses complex formation fluid variations induced by waterflood development. Moreover, it leverages alternative geophysical logging data (such as resistivity, density, and natural gamma) for fluid identification, even in the absence of conventional acoustic lag curves and SP curves. As a result, this method holds potential for application in reservoirs at similar stages of mid- to late-phase waterflood development. Furthermore, due to its foundation in nonlinear feature extraction and pattern recognition using logging data, this approach exhibits generalizability across porous media formations with varying pore structures and permeability.

Additionally, this method introduces a novel tool for analyzing reservoir fluid characteristics by transforming one-dimensional log data into two-dimensional feature images and utilizing quantum neural networks for classification and recognition. This approach has potential applications in other domains characterized by complex logging responses, particularly in cases of intricate geological changes that challenge traditional techniques. Furthermore, the integration of advanced machine learning methods could significantly enhance the accuracy of fluid identification.

Traditional evaluations of water-flooded layers depend heavily on the accurate calculation of both water saturation [56,57,58] and irreducible water saturation [59], a process that is often complex and challenging. The predictive method proposed in this research effectively circumvents the need for such calculations.

6.3 Limitations of the UMTF-HQNN method

As geophysical logging data are sourced directly from specific formations, the model’s applicability is inherently limited to those particular geological blocks. For example, changes in lithology. Consequently, while the model demonstrates high accuracy and reliability within these blocks, its predictive capabilities may diminish when applied to different blocks due to variations in geological characteristics and logging conditions. To enhance the model’s accuracy and practicality across diverse blocks, independent data collection and tailored model training for each block are imperative. Additionally, the timeliness of geophysical logging data necessitates the selection of wells with closely aligned drilling and logging times for analysis. This alignment ensures that the data maintain a strong correlation with the current geological conditions, thereby enhancing the model’s accuracy and reliability. The significance of data timeliness is underscored by the dynamic nature of geological parameters, such as fluid properties, porosity, and permeability, which can alter significantly over time, potentially leading to discrepancies between historical data and actual formation conditions.

6.4 The future of the UMTF-HQNN method

Future research can enhance the generalization capability of the UMTF-HQNN model under complex geological conditions by further refining critical model parameters, including quantum bits, network layers, and training datasets. Additionally, incorporating a wider variety of logging data, such as nuclear magnetic resonance logging and acoustic logging, will diversify the model’s input, thereby enhancing its adaptability to reservoirs with varying lithological characteristics. Moreover, advancements in quantum computing algorithms and hardware technologies will play a crucial role in reducing computational resource consumption, making this approach more practical for industrial applications.

7 Conclusion

This article focuses on the Guantao Formation within the PL oilfield as a case study. Here, we enhance the conventional MTF model and apply a novel, non-standard MTF for mapping geophysical logging data. We propose a method to identify reservoir fluid properties by integrating this advanced mapping technique with a HQNN. The findings lead to several key conclusions:

  1. The traditional method of qualitatively identifying water-flooded layers in the Guantao Formation of the PL block is inadequate for quantitative identification. This is primarily because many of the layers have not been logged using acoustic time difference and natural potential logging techniques. We propose a novel method of mapping geophysical logging data. The feature images generated through this mapping method can largely preserve the nonlinear relationships between the curves in the original geophysical logging data. This approach allows us to describe the reservoir’s change patterns from a new perspective based on the geophysical logging data.

  2. Based on this foundation, we propose a deep learning method to identify reservoir fluid properties using HQNNs. The logging data from the PL block were utilized to train and construct the model. Through parameter comparison and optimization, a prediction model based on UMTF-HQNN was developed, achieving an overall data recognition accuracy of 90.85%. These results indicate that the UMTF-HQNN method is highly effective in identifying reservoir fluid properties within the study block.

  3. Compared to cased-well data, open-hole well data lacks the capability to continuously monitor changes in reservoir fluid properties. However, for wells with similar logging and production times, utilizing the pre-trained UMTF-HQNN model enables the construction of oil-water interfaces over different periods. This is achieved by training on logging data from these periods, allowing for the adjustment of production strategies for flooded sections and thereby enhancing overall production efficiency.

Based on real-world data, this study introduces a novel approach for identifying reservoir fluid properties by mapping geophysical logging data and applying a pre-trained model developed through the analysis of mapped image data. Typically, after water breakthroughs in the reservoir, conventional methods – such as dynamic monitoring of reservoir conditions post-casing or direct logging of water-contact intervals – prove prohibitively expensive in practical applications. In contrast, the proposed method is characterized by its notably low computational cost and relatively simple implementation, offering a new and practical solution for the identification of reservoir fluid properties in oil fields. Additionally, this study presents a fresh perspective on the use of geophysical logging data for reservoir analysis.

Acknowledgments

This research was supported by the Open Fund of Key Laboratory of Exploration Technologies for Oil and Gas Resources, Ministry of Education (No. K2023-02).

  1. Author contributions: Jian Song was primarily responsible for writing, reviewing, and editing the manuscript. Hao Zhang provided resources, While Jianhong Guo, Zihao Han, and Jianchao Guo contributed valuable questions that improved the original draft. All authors addressed the reviewers’ comments and revised the final version.

  2. Conflict of interest: Authors state no conflict of interest.

  3. Data availability statement: Data associated with this research are available and can be obtained by contacting the corresponding author.

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Received: 2024-07-20
Revised: 2024-09-26
Accepted: 2024-09-27
Published Online: 2024-11-20

© 2024 the author(s), published by De Gruyter

This work is licensed under the Creative Commons Attribution 4.0 International License.

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  44. Functional typology of settlements in the Srem region, Serbia
  45. Hunger Games Search for the elucidation of gravity anomalies with application to geothermal energy investigations and volcanic activity studies
  46. Addressing incomplete tile phenomena in image tiling: Introducing the grid six-intersection model
  47. Evaluation and control model for resilience of water resource building system based on fuzzy comprehensive evaluation method and its application
  48. MIF and AHP methods for delineation of groundwater potential zones using remote sensing and GIS techniques in Tirunelveli, Tenkasi District, India
  49. New database for the estimation of dynamic coefficient of friction of snow
  50. Measuring urban growth dynamics: A study in Hue city, Vietnam
  51. Comparative models of support-vector machine, multilayer perceptron, and decision tree ‎predication approaches for landslide ‎susceptibility analysis
  52. Experimental study on the influence of clay content on the shear strength of silty soil and mechanism analysis
  53. Geosite assessment as a contribution to the sustainable development of Babušnica, Serbia
  54. Using fuzzy analytical hierarchy process for road transportation services management based on remote sensing and GIS technology
  55. Accumulation mechanism of multi-type unconventional oil and gas reservoirs in Northern China: Taking Hari Sag of the Yin’e Basin as an example
  56. TOC prediction of source rocks based on the convolutional neural network and logging curves – A case study of Pinghu Formation in Xihu Sag
  57. A method for fast detection of wind farms from remote sensing images using deep learning and geospatial analysis
  58. Spatial distribution and driving factors of karst rocky desertification in Southwest China based on GIS and geodetector
  59. Physicochemical and mineralogical composition studies of clays from Share and Tshonga areas, Northern Bida Basin, Nigeria: Implications for Geophagia
  60. Geochemical sedimentary records of eutrophication and environmental change in Chaohu Lake, East China
  61. Research progress of freeze–thaw rock using bibliometric analysis
  62. Mixed irrigation affects the composition and diversity of the soil bacterial community
  63. Examining the swelling potential of cohesive soils with high plasticity according to their index properties using GIS
  64. Geological genesis and identification of high-porosity and low-permeability sandstones in the Cretaceous Bashkirchik Formation, northern Tarim Basin
  65. Usability of PPGIS tools exemplified by geodiscussion – a tool for public participation in shaping public space
  66. Efficient development technology of Upper Paleozoic Lower Shihezi tight sandstone gas reservoir in northeastern Ordos Basin
  67. Assessment of soil resources of agricultural landscapes in Turkestan region of the Republic of Kazakhstan based on agrochemical indexes
  68. Evaluating the impact of DEM interpolation algorithms on relief index for soil resource management
  69. Petrogenetic relationship between plutonic and subvolcanic rocks in the Jurassic Shuikoushan complex, South China
  70. A novel workflow for shale lithology identification – A case study in the Gulong Depression, Songliao Basin, China
  71. Characteristics and main controlling factors of dolomite reservoirs in Fei-3 Member of Feixianguan Formation of Lower Triassic, Puguang area
  72. Impact of high-speed railway network on county-level accessibility and economic linkage in Jiangxi Province, China: A spatio-temporal data analysis
  73. Estimation model of wild fractional vegetation cover based on RGB vegetation index and its application
  74. Lithofacies, petrography, and geochemistry of the Lamphun oceanic plate stratigraphy: As a record of the subduction history of Paleo-Tethys in Chiang Mai-Chiang Rai Suture Zone of Thailand
  75. Structural features and tectonic activity of the Weihe Fault, central China
  76. Application of the wavelet transform and Hilbert–Huang transform in stratigraphic sequence division of Jurassic Shaximiao Formation in Southwest Sichuan Basin
  77. Structural detachment influences the shale gas preservation in the Wufeng-Longmaxi Formation, Northern Guizhou Province
  78. Distribution law of Chang 7 Member tight oil in the western Ordos Basin based on geological, logging and numerical simulation techniques
  79. Evaluation of alteration in the geothermal province west of Cappadocia, Türkiye: Mineralogical, petrographical, geochemical, and remote sensing data
  80. Numerical modeling of site response at large strains with simplified nonlinear models: Application to Lotung seismic array
  81. Quantitative characterization of granite failure intensity under dynamic disturbance from energy standpoint
  82. Characteristics of debris flow dynamics and prediction of the hazardous area in Bangou Village, Yanqing District, Beijing, China
  83. Rockfall mapping and susceptibility evaluation based on UAV high-resolution imagery and support vector machine method
  84. Statistical comparison analysis of different real-time kinematic methods for the development of photogrammetric products: CORS-RTK, CORS-RTK + PPK, RTK-DRTK2, and RTK + DRTK2 + GCP
  85. Hydrogeological mapping of fracture networks using earth observation data to improve rainfall–runoff modeling in arid mountains, Saudi Arabia
  86. Petrography and geochemistry of pegmatite and leucogranite of Ntega-Marangara area, Burundi, in relation to rare metal mineralisation
  87. Prediction of formation fracture pressure based on reinforcement learning and XGBoost
  88. Hazard zonation for potential earthquake-induced landslide in the eastern East Kunlun fault zone
  89. Monitoring water infiltration in multiple layers of sandstone coal mining model with cracks using ERT
  90. Study of the patterns of ice lake variation and the factors influencing these changes in the western Nyingchi area
  91. Productive conservation at the landslide prone area under the threat of rapid land cover changes
  92. Sedimentary processes and patterns in deposits corresponding to freshwater lake-facies of hyperpycnal flow – An experimental study based on flume depositional simulations
  93. Study on time-dependent injectability evaluation of mudstone considering the self-healing effect
  94. Detection of objects with diverse geometric shapes in GPR images using deep-learning methods
  95. Behavior of trace metals in sedimentary cores from marine and lacustrine environments in Algeria
  96. Spatiotemporal variation pattern and spatial coupling relationship between NDVI and LST in Mu Us Sandy Land
  97. Formation mechanism and oil-bearing properties of gravity flow sand body of Chang 63 sub-member of Yanchang Formation in Huaqing area, Ordos Basin
  98. Diagenesis of marine-continental transitional shale from the Upper Permian Longtan Formation in southern Sichuan Basin, China
  99. Vertical high-velocity structures and seismic activity in western Shandong Rise, China: Case study inspired by double-difference seismic tomography
  100. Spatial coupling relationship between metamorphic core complex and gold deposits: Constraints from geophysical electromagnetics
  101. Disparities in the geospatial allocation of public facilities from the perspective of living circles
  102. Research on spatial correlation structure of war heritage based on field theory. A case study of Jinzhai County, China
  103. Formation mechanisms of Qiaoba-Zhongdu Danxia landforms in southwestern Sichuan Province, China
  104. Magnetic data interpretation: Implication for structure and hydrocarbon potentiality at Delta Wadi Diit, Southeastern Egypt
  105. Deeply buried clastic rock diagenesis evolution mechanism of Dongdaohaizi sag in the center of Junggar fault basin, Northwest China
  106. Application of LS-RAPID to simulate the motion of two contrasting landslides triggered by earthquakes
  107. The new insight of tectonic setting in Sunda–Banda transition zone using tomography seismic. Case study: 7.1 M deep earthquake 29 August 2023
  108. The critical role of c and φ in ensuring stability: A study on rockfill dams
  109. Evidence of late quaternary activity of the Weining-Shuicheng Fault in Guizhou, China
  110. Extreme hydroclimatic events and response of vegetation in the eastern QTP since 10 ka
  111. Spatial–temporal effect of sea–land gradient on landscape pattern and ecological risk in the coastal zone: A case study of Dalian City
  112. Study on the influence mechanism of land use on carbon storage under multiple scenarios: A case study of Wenzhou
  113. A new method for identifying reservoir fluid properties based on well logging data: A case study from PL block of Bohai Bay Basin, North China
  114. Comparison between thermal models across the Middle Magdalena Valley, Eastern Cordillera, and Eastern Llanos basins in Colombia
  115. Mineralogical and elemental analysis of Kazakh coals from three mines: Preliminary insights from mode of occurrence to environmental impacts
  116. Chlorite-induced porosity evolution in multi-source tight sandstone reservoirs: A case study of the Shaximiao Formation in western Sichuan Basin
  117. Predicting stability factors for rotational failures in earth slopes and embankments using artificial intelligence techniques
  118. Origin of Late Cretaceous A-type granitoids in South China: Response to the rollback and retreat of the Paleo-Pacific plate
  119. Modification of dolomitization on reservoir spaces in reef–shoal complex: A case study of Permian Changxing Formation, Sichuan Basin, SW China
  120. Geological characteristics of the Daduhe gold belt, western Sichuan, China: Implications for exploration
  121. Rock physics model for deep coal-bed methane reservoir based on equivalent medium theory: A case study of Carboniferous-Permian in Eastern Ordos Basin
  122. Enhancing the total-field magnetic anomaly using the normalized source strength
  123. Shear wave velocity profiling of Riyadh City, Saudi Arabia, utilizing the multi-channel analysis of surface waves method
  124. Effect of coal facies on pore structure heterogeneity of coal measures: Quantitative characterization and comparative study
  125. Inversion method of organic matter content of different types of soils in black soil area based on hyperspectral indices
  126. Detection of seepage zones in artificial levees: A case study at the Körös River, Hungary
  127. Tight sandstone fluid detection technology based on multi-wave seismic data
  128. Characteristics and control techniques of soft rock tunnel lining cracks in high geo-stress environments: Case study of Wushaoling tunnel group
  129. Influence of pore structure characteristics on the Permian Shan-1 reservoir in Longdong, Southwest Ordos Basin, China
  130. Study on sedimentary model of Shanxi Formation – Lower Shihezi Formation in Da 17 well area of Daniudi gas field, Ordos Basin
  131. Multi-scenario territorial spatial simulation and dynamic changes: A case study of Jilin Province in China from 1985 to 2030
  132. Review Articles
  133. Major ascidian species with negative impacts on bivalve aquaculture: Current knowledge and future research aims
  134. Prediction and assessment of meteorological drought in southwest China using long short-term memory model
  135. Communication
  136. Essential questions in earth and geosciences according to large language models
  137. Erratum
  138. Erratum to “Random forest and artificial neural network-based tsunami forests classification using data fusion of Sentinel-2 and Airbus Vision-1 satellites: A case study of Garhi Chandan, Pakistan”
  139. Special Issue: Natural Resources and Environmental Risks: Towards a Sustainable Future - Part I
  140. Spatial-temporal and trend analysis of traffic accidents in AP Vojvodina (North Serbia)
  141. Exploring environmental awareness, knowledge, and safety: A comparative study among students in Montenegro and North Macedonia
  142. Determinants influencing tourists’ willingness to visit Türkiye – Impact of earthquake hazards on Serbian visitors’ preferences
  143. Application of remote sensing in monitoring land degradation: A case study of Stanari municipality (Bosnia and Herzegovina)
  144. Optimizing agricultural land use: A GIS-based assessment of suitability in the Sana River Basin, Bosnia and Herzegovina
  145. Assessing risk-prone areas in the Kratovska Reka catchment (North Macedonia) by integrating advanced geospatial analytics and flash flood potential index
  146. Analysis of the intensity of erosive processes and state of vegetation cover in the zone of influence of the Kolubara Mining Basin
  147. GIS-based spatial modeling of landslide susceptibility using BWM-LSI: A case study – city of Smederevo (Serbia)
  148. Geospatial modeling of wildfire susceptibility on a national scale in Montenegro: A comparative evaluation of F-AHP and FR methodologies
  149. Geosite assessment as the first step for the development of canyoning activities in North Montenegro
  150. Urban geoheritage and degradation risk assessment of the Sokograd fortress (Sokobanja, Eastern Serbia)
  151. Multi-hazard modeling of erosion and landslide susceptibility at the national scale in the example of North Macedonia
  152. Understanding seismic hazard resilience in Montenegro: A qualitative analysis of community preparedness and response capabilities
  153. Forest soil CO2 emission in Quercus robur level II monitoring site
  154. Characterization of glomalin proteins in soil: A potential indicator of erosion intensity
  155. Power of Terroir: Case study of Grašac at the Fruška Gora wine region (North Serbia)
  156. Special Issue: Geospatial and Environmental Dynamics - Part I
  157. Qualitative insights into cultural heritage protection in Serbia: Addressing legal and institutional gaps for disaster risk resilience
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