39 results about "Interbedding" patented technology

The invention relates to the technical field of mining, and discloses a method for determining pre-splitting blasting parameters for mining blasting, which comprises the following steps of: 1, acquiring rock mass structure information of a blasting area through three-dimensional geological radar, laser radar and shallow seismic reflection data, and constructing a structural plane distribution map containing a soft and hard interbed and joint combination mode; 2, initial presplitting blasting parameters are generated based on the structural plane distribution map, wherein the initial presplitting blasting parameters comprise the hole distance, the linear charge density and the charge structure; according to the method, the technical scheme that the structural plane distribution map is constructed through multi-source geological data fusion and digital twinborn simulation dynamic correction is adopted, so that the technical effects that the influence of a complex structure combination on blasting energy transfer is accurately quantified, and the presplitting path control precision is remarkably improved are achieved; compared with the technical scheme depending on a static rock mass model or an empirical formula in the prior art, the defects of presplitting path offset and serious parameter mismatch caused by the fact that modeling is not carried out due to the dynamic effect of the structural plane are overcome.

The invention relates to the technical field of underground cavern construction, and discloses a layered rock mass cavern excavation parameter dynamic optimization decision system and method, and the system comprises a rock stratum database building module, an excavation simulation module and an excavation model optimization module. The method comprises the following steps: collecting basic data such as engineering geological conditions, rock mechanical properties and ground stress distribution; establishing an initial rock stratum parameter database through a three-dimensional ground stress test and rock mass permeability characteristic analysis; establishing a stratified rock mass excavation simulation model, simulating a failure mode of a stratified rock stratum under excavation disturbance, and analyzing stress redistribution and a potential failure area; determining a cavern axis direction, an excavation sequence and support parameters according to a simulation result; acquiring surrounding rock deformation, loosening circle expansion and seepage characteristic change; and utilizing a damage proximity index to predict the distribution of the loose circles, and optimizing the stratified rock mass excavation simulation model. The method can adapt to various complex working conditions from a sand shale interbed to an ultra-deep fractured stratum and the like.

The invention relates to the technical field of geotechnical engineering disaster monitoring and early warning, and discloses a stratum rainfall seepage deformation coupling numerical simulation method and system and a storage medium, and the method comprises the steps: building a three-dimensional geologic model reflecting soft and hard rock interbed characteristics; converting the on-site rainfall data into hydraulic boundary conditions in real time; calculating a rock mass shear expansion volume change rate, determining a chemical damage acceleration factor, and updating a total damage variable; reconstructing a permeation tensor representing the dominant flow channel according to the space gradient of the damage variable; solving a fluid-solid coupling equation based on the permeability tensor, obtaining pore water pressure and calculating a displacement field; building a likelihood function by using field monitoring data to perform inversion correction on model parameters; and evaluating the stability based on the corrected calculation result and outputting an early warning signal. By constructing a mechanical coupling mechanism and a dominant flow channel model, precise simulation of a landslide evolution process in a complex geological environment is realized.

The invention discloses a tunnel blasting vibration prediction method suitable for a sand shale interbed area, and mainly relates to the technical field of tunnel blasting. Comprising the following steps: S1, determining key factors influencing the vibration velocity; s2, building a blasting vibration prediction model in the sand shale interbed area; s3, carrying out data normalization processing; s4, introducing a BP neural network to train the prediction model; s5, introducing a particle swarm optimization algorithm and initializing related parameters of a particle swarm; s6, improving a particle swarm optimization algorithm; s7, a sand shale interbed tunnel blasting vibration prediction model of the improved particle swarm optimization BP neural network is obtained, the model is combined with blasting characteristic parameters of specific sand shale interbed area tunnel engineering for prediction, and a blasting effect prediction result is obtained; according to the method, important theoretical guidance can be provided for blasting vibration prediction of the stratified structure with changeable rock strata, and a practical safety evaluation tool is provided for ground surface vibration velocity control of similar projects.

The invention discloses an AI and algorithm fused intelligent geological layering system and method for geotechnical engineering investigation, and the method comprises the steps: data importing and preprocessing, data verification and gross error elimination, automatic classification of related / non-related variables, cleaning and iterative updating of layer mean values and boundaries, and hierarchical division. According to the method, the data is automatically cleaned, the layer group is verified, the main layer / sub-layer / sub-layer / interbed is divided, the layering accuracy and efficiency are improved, the artificial intelligence technology is applied, and the layering efficiency is improved. Technicians are replaced to complete the heavy work flow of drawing grass sections, manually layering, inputting soil layer information into a computer, manually judging the rationality of in-situ test, geotechnical and rock test data and layering, modifying sketches, secondarily proofreading the rationality of results and completing division, and the exploration efficiency is improved.

The invention discloses a grouting reinforcement method for a soft and hard interbed rock mass slope under the dry-wet cycle condition. The grouting reinforcement method comprises the following steps that a soft and hard interbed rock mass numerical model is constructed, and parameter calibration is conducted on the model; uniaxial compression test numerical simulation is carried out on the soft and hard interbedded rock mass models under different working conditions; the stability of the soft and hard interbedded rock mass is evaluated, and rock mass damage risks and weak links in different areas are determined; and grouting reinforcement is carried out according to the obtained result. According to the method, multiple groups of variables are set, the influence of each factor on the overall strength of the rock mass is comprehensively researched, and the rock mass stability is comprehensively and accurately evaluated; the drilling direction and distance are adjusted according to the rock stratum dip angle, it is ensured that grout effectively permeates into key parts, and the reinforcing effect is improved; accurate regulation and control of grouting parameters are achieved, and it is ensured that grout fully fills cracks and does not disturb a rock mass structure; and grouting parameters are adjusted according to the deviation and the change rate, and the grouting reinforcement effect is ensured.

The application discloses a plain area quaternary stratum automatic division method and system, relates to stratum division, and comprises the following steps: preliminarily dividing strata and calculating the elevation of the boundary line of each major quaternary layer; setting the stratum number of each drill column; according to indoor test data and test data proportion threshold, the initial drill stratum is corrected for the first time; the first corrected drill stratum is cut by using in-situ test data and the thickness threshold of thick sand and gravel stratum; according to the filling stratum lithology merging information, the quaternary stratum and the recent deposition stratum lithology merging information, the interbedding coefficient threshold and whether the interbedding coefficient merging stratum parameter is used, the cut drill stratum is merged; according to the elevation of the boundary line of each major quaternary layer, the stratum number of the drill column in the merged drill stratum is corrected for the second time. The application realizes the automatic stratum division technology of the plain area stratum based on field drilling, indoor test and in-situ test.

The utility model discloses a large longitudinal slope water-rich sand mudstone interbedding shield segment floating model test system. The large longitudinal slope water-rich sand mudstone interbedding shield segment floating model test system comprises a main body box, a ground stress loading system, a power system, a shield system, a grouting system, a water injection system, a monitoring system and a gradient leveling system. A shield system and model soil are contained in the main body box; the ground stress loading system and the water injection system are used for simulating a water-rich sand shale interbed environment by applying stress and water pressure to the model soil in the main body box; the power system can carry out construction simulation of different gradients by adjusting the tunneling direction of the shield shell, and meanwhile, the grouting system carries out grouting on the gap between the shield shell and the duct piece. The large longitudinal slope water-rich sand mudstone interbed shield wall post-grouting visualization and duct piece floating integrated model test is realized, and a shield tunnel wall post-grouting filling project in a water-rich sand mudstone environment can be reduced in size; and the duct piece floating rule and the tunnel longitudinal deformation mechanism in the shield tunneling process are obtained by feeding back the large longitudinal slope water-rich sand mudstone interbed physical field in real time.

The invention discloses an automatic division method and system for a quaternary stratum in a plain area, and relates to stratigraphic division. The method comprises the following steps: preliminarily dividing stratums and calculating the boundary elevation of each large stratum in the quaternary stratum; setting a drilling stratum number of each drilling column; according to the indoor test data and the test data proportion threshold value, the initial drilling stratum is corrected for the first time; segmenting the drilling stratum corrected for the first time by using in-situ test data and a thickness threshold value of the thick sandy gravel stratum; according to the lithology merging information of the filling stratum, the lithology merging information of the fourth stratum and the recent sedimentary stratum, an interbedding coefficient threshold value and whether the stratum parameters are merged according to the interbedding coefficient or not, the segmented drilling strata are merged; and according to the boundary line elevation of each large layer in the fourth period, the drilling stratum numbers of the drilling columns in the combined drilling stratums are corrected for the second time. The automatic stratification technology of the plain area stratum based on field drilling, indoor testing and in-situ testing is achieved.

The invention discloses a method for determining anisotropic horizontal principal stress of a sand-mud interbed. The method comprises the steps that on the basis of logging data, under the assumption of a stratum transverse isotropic medium, longitudinal and transverse wave velocities perpendicular to and parallel to the stratum direction at the specified depth and longitudinal wave velocities in the direction forming a specified included angle with the stratum are determined; determining the rigidity modulus at the specified depth based on the first relation expression of the wave velocity and the rigidity modulus; determining the dynamic Poisson's ratio and the elastic modulus in the direction based on the second relation expression of the rigidity modulus and the dynamic Poisson's ratios and the elastic moduli in the direction parallel to and perpendicular to the stratum; converting the dynamic elastic modulus and the Poisson's ratio in the direction parallel to and perpendicular to the stratum into the static elastic modulus and the Poisson's ratio in the direction; and determining anisotropic horizontal principal stress at a specified depth by using a transverse isotropic stratum ground stress model based on the static elastic modulus and Poisson's ratio in parallel and vertical stratum directions. The calculation accuracy of the anisotropic rock mechanical parameters and the horizontal principal stress can be improved.

The application discloses a soft and hard interbedding type anti-inclined rock slope stability rapid analysis method based on a superimposed cantilever beam model and belongs to the technical field of rock slope stability analysis. The method comprises the following steps: soft and hard interbedding type anti-inclined rock slope calculation parameters are drafted; two adjacent soft and hard rock layers are regarded as a unit, and the characteristic height of the soft and hard interbedding type anti-inclined rock slope rock layer is determined; in combination with the characteristic height, a soft and hard rock layer superimposed cantilever beam model is established, stress analysis is respectively conducted on the soft and hard rock layers, the safety factor of the soft and hard rock layers is calculated; the stability of the soft and hard rock layers is compared, the rock layer damage sequence is considered, the influence of rock layer damage on the internal force and stability of the soft and hard rock layers is analyzed; the safety factor of the soft and hard interbedding type anti-inclined rock slope is obtained, and the overall stability of the slope is evaluated. The method can quickly evaluate the slope stability by establishing the soft and hard rock layer superimposed cantilever beam model, and the calculation method is simple.

The application discloses a method for finely depicting a shallow discontinuous channel based on seismic attributes, and relates to the technical field of oil and natural gas exploration and development. The method is based on amplitude attribute means and combined with a seismic section technology to open a time window in the time domain or the depth domain of a research object. On the basis of seismic horizon interpretation, the method controls two horizons of top and bottom surfaces, splits in the vertical direction along the horizon direction, splits a certain number of sections according to a certain proportion between the two horizons, and sequentially superimposes channel features recognized by amplitude attributes on a single section on a plane graph in sequence. Thus, the method achieves the technical method for identifying a delta front underwater channel with a mud-sand interbedding and mud-bundled sandstone combination in a shallow layer.

The present invention provides a test method for simulating the influence of soft and hard interlayered bedrock on the deformation and damage of pile foundation. The method comprises: preparing a combination sample A simulating soft and hard interlayered bedrock and a comparative combination sample B simulating hard layered bedrock by a mold, and performing a loading test on the model piles in the combination sample A and the comparative combination sample B, wherein the loading method adopts graded loading; drawing the axial stress-axial displacement relationship curve of the model piles in the two combination samples according to the test results, and drawing the two groups of test curves in the same coordinate system to obtain a comparative curve diagram of the two groups of tests, and providing a theoretical basis for the optimization of pile length in soft and hard interlayered bedrock in the later stage by observing the relationship between the two groups of curves. The present invention utilizes an existing triaxial compression testing machine and adopts a combination sample to simulate the influence of soft and hard interlayered bedrock on pile foundation, and provides a reference basis for optimizing the length of pile foundation through the test comparison results.

This invention establishes a method and system for three-dimensional facies-controlled sand body modeling and connectivity evaluation. The method is based on a dimensionality-reduction modeling architecture: a planar sedimentary facies distribution map is generated through probability-guided sequential indicator simulation; under the constraint of planar facies zones, a one-dimensional vertical sequence of interbedded sand and mud layers is independently generated point-by-point using probabilistic sampling; the planar facies map and the vertical sequence are stitched together in three-dimensional space; then, based on graph theory undirected graph algorithms, the connectivity of the three-dimensional sand body is identified using vertical depth interval overlap and non-interlayer occlusion as dual criteria; finally, connectivity uncertainty is quantified through Monte Carlo iteration. Compared with traditional full-3D grid sequential Gaussian simulation, this method is applicable to clastic reservoirs with gradual lateral variation and dominant vertical accretion (lateral variation coefficient of planar facies zones less than 0.3). It eliminates the computationally expensive three-dimensional spatial interpolation and complex structural modeling, forming a simplified engineering path of "trading computational power for uncertainty assessment," which can be used for reservoir connectivity evaluation and development scheme optimization.

The application discloses a numerical modeling method for single-pile penetration behavior in soft and hard interbedded carbonate rock strata, comprising the following steps: S1, collecting real CT data of the soft and hard interbedded carbonate rock strata, and reconstructing a multi-scale three-dimensional pore structure of a target layer based on the real CT data by using a generative adversarial network; S2, mapping the reconstructed multi-scale three-dimensional pore structure to a three-dimensional network model in a binary form, and identifying and material phase dividing pore phases and rock-soil matrix phases; S3, calibrating material parameters, establishing a soft and hard interbedded heterogeneous attribute system associated with layer sequences, hard layer thickness, porosity and interlayer combination modes, and constructing a single-pile model; S4, constructing a state parameter controlled finite element constitutive self-adaptive mechanism under a HFDEM framework; S5, constructing a pile-stratum coupling model, solving a whole process of single-pile penetration of the pile-stratum coupling model under the HFDEM framework, and outputting abnormal penetration behavior and response characteristics.

The application discloses a kind of prompting method and system for ensuring soft and hard interbedded core recovery rate, method includes:1) collecting drilling speed, drilling speed, main system pressure and mud pump pressure parameter;2) the interval value of each parameter is respectively calculated to obtain the interval mean of each parameter;3) compare the interval mean of each parameter itself adjacent respectively, if positive and negative percentage change is greater than control threshold, then it is recorded as positive mutation or negative mutation;4) combination is judged according to the mutation of each parameter, and corresponding prompt is given.The application collects relevant data and processes data, so as to scientifically and quickly identify the mutual change of soft and hard interbedded in the process of core drilling, timely remind staff of the change event and the category of change of soft and hard rock formation, so that staff can adjust drilling strategy in time, so as to ensure the core recovery rate when soft and hard interbedded core drilling is carried out.

The invention provides a shale oil reservoir high diversion fracture system construction method. The method comprises the steps that first-stage hydraulic fracturing is conducted on a target shale oil reservoir, and a hydraulic fracture comprising a main seam located in a middle shale layer, an interlayer seam extending out of the main seam and penetrating through an interlayer and a layer penetrating seam further extending out of the interlayer seam and located in the shale layer on the other side of the interlayer is formed; then, acid liquor is injected to conduct first-stage acid etching on the hydraulic fracture, and a fracture obtained after first-stage acid etching is formed; then fracturing fluid is injected to conduct second-stage fracturing on the target shale oil reservoir, crack expansion is achieved, and cracks obtained after second-stage fracturing are formed; injecting an acid solution to carry out second-stage acid etching on the second-stage fractured crack to form a second-stage acid-etched crack; and finally, a propping agent is injected, and supporting on the crack after second-stage acid etching in the target shale oil reservoir is achieved. By means of the method, the global high-flow-guiding hydraulic fracture can be formed in the shale oil reservoir of the sandstone, limestone and shale interbed.

To solve the problem of shield tunneling in sandstone-mudstone interbedded strata, based on the combined exploration report, the present invention uses advanced detection facilities to obtain formation information, and based on this, conducts shield segmentation and working shaft layout, determines the shield mode and cutterhead scheme, the belt conveyor muck transportation scheme and key shield parameters. The attitude and working parameters of the belt conveyor are designed for coordinated shield tunneling (horizontal turning angle, longitudinal slope angle, shield speed). Based on the detection of soil properties and image recognition of the muck, a warning and self-response plan for muck transportation failure is established; a rapid rectification measure for shield deviation is set, a synchronous slurry adaptability selection scheme and a rapid shield settlement control material scheme for sandstone-mudstone interbedded strata are formed, and a method for inspection and correction of the scheme is constructed, and a rapid shield settlement monitoring system and a settlement maintenance plan are set. The present invention can avoid situations such as shield shutdown for maintenance and inefficient muck discharge, establish a perfect settlement and deviation control system, and achieve rapid shield tunneling in sandstone-mudstone interbedded strata.

The single-double fluid switching grouting system for the large longitudinal slope water-rich sand mudstone interbed shield tunnel is simple in structure and convenient to install, the grouting system and a sand improvement system are fused, and construction processes such as muck improvement, advanced grouting, shield tail synchronous grouting and segment grouting can be carried out in the excavation process of the shield tunnel. The designed grouting pipe and the mixer can achieve the effect of switching between single and double liquid grouting pipelines, the effects of advanced grouting for improving a soil body and shield tail synchronous grouting for rapidly fixing a pipe piece can be achieved, the pneumatic injection mode and the extrusion injection mode can be switched, and the purpose of fully supplementing grout is achieved. According to the system, the grouting system can be switched in real time according to the stratum adaptability, the engineering problems that under the large longitudinal slope water-rich sand shale interbed working condition, the soil body settlement amount is large, and water leakage is likely to happen can be solved, and the obvious effect on fixed duct piece floating resistance is achieved.

This invention discloses a method and system for evaluating the longitudinal penetration capability of fractures in sandstone-mudstone interbedded layers. The method includes: obtaining the thicknesses and minimum horizontal principal stresses of sandstone and mudstone at different layers within the interbedded layer based on the profile characteristics of the strata containing the interbedded rock formation and well logging data; establishing a longitudinal model of the sandstone-mudstone interbedded layer based on this data; conducting rock mechanics experiments on sandstone and mudstone cores from the strata containing the interbedded rock formation to obtain corresponding rock mechanics parameters; calculating the interfacial strength of the current sandstone-mudstone interbedded layer based on these parameters; and simulating the longitudinal penetration fractures of the interbedded rock formation based on the longitudinal model, rock mechanics parameters, interfacial strength, and relevant parameters affecting the longitudinal penetration characteristics of the fractures, thereby evaluating the longitudinal penetration capability of the sandstone-mudstone interbedded layer fractures. This invention can accurately evaluate the longitudinal penetration capability of fractures in sandstone-mudstone interbedded layers.

The invention relates to the technical field of oil and gas field development geology and geophysics, in particular to an ultra-deep clastic rock fractured phase characterization method based on multi-scale data fusion, which comprises the following steps: fusing field outcrop, logging and seismic data, and adopting a'trend constraint-variation function quantization-collaborative simulation 'three-step geostatistical model to characterize fractured phases of ultra-deep clastic rocks. The method comprises the following steps: firstly, establishing a clastic rock fracture facies classification scheme including a fault control sandstone type, a fault control sand-mud interbed type, a pleat control sandstone type and a pleat control sand-mud interbed type on the basis of a lithology combination, and finally, determining a control mechanism of different fracture facies spatial combinations (such as a seepage-shielding body) on a water invasion path and residual gas distribution. According to the ultra-deep clastic rock fracture phase characterization method based on multi-scale data fusion, the span of the fracture from static description to dynamic prediction is realized, and a precise geological basis is provided for efficient development and residual gas potential tapping of an ultra-deep fractured gas reservoir.

The present application relates to the technical field of mining engineering and rock mechanics, and discloses a method for analyzing the failure and earthquake-inducing mechanism of a thick interbedded sandstone roof, which comprises the following steps: first, obtaining real-time microseismic data, and quantitatively constructing a four-dimensional space-time damage field representing the internal damage evolution of the rock mass according to the real-time microseismic data; then, establishing an interlayer time-lag sliding model driven by the damage field, so as to realize the dynamic coupling of the damage state and the mechanical parameters; further, performing dynamic simulation by using the model, identifying potential failure and outputting graded early warning by using a multi-stage early warning mechanism based on a rate index and an energy dynamic instability criterion; finally, introducing a closed-loop feedback correction mechanism, and using the deviation between the actual seismic source inversion parameters and the prediction results to iteratively correct the model by using an optimization algorithm. The present application closely combines damage evolution and mechanical behavior, has self-adaptive correction capability, can reveal the earthquake-inducing physical mechanism, and improves the accuracy and reliability of analysis and prediction.

The invention discloses a sand shale interbed crack formation mechanism and evolution mode analysis method, which comprises the following steps of: setting a reasonable rock sample loading rate and shortening rate by using a particle flow numerical simulation technology according to a macroscopic structure style, and further implementing a rock mechanics experiment with a variable loading rate; the fracture strength and stress-strain evolution maps of sand / mudstone under different loading rate conditions are constructed, so that a sand / mudstone interbed fracture development mechanism under a strong stress rapid extrusion environment is disclosed, an interbed type artificial sample is prepared by using an underground sand / mudstone core sample from the similar perspective of three aspects of material composition, mechanical properties and an interbed structure, and the interbed type artificial sample is used for detecting the interbed fracture of the sand / mudstone. A loading type synchronous CT scanning experiment and a three-dimensional acoustic emission source positioning experiment are carried out, the rock fracture process is visualized, and the composite rock mass fracture evolution process is revealed. The method has important theoretical and practical values for improving the exploration success rate of the fractured gas reservoir, widening the exploration and development field and optimizing the reservoir transformation strategy.

The invention discloses a layered salt rock stratum physical model and a preparation method thereof. The method comprises the steps of material preparation, interlayer pouring frame preparation, model stacking and preliminary sealing, interlayer slurry filling and hardening, pipe column arrangement and final sealing. The structural characteristics and mechanical characteristics of the salt rock and the interlayer interbed are accurately simulated by stacking the salt rock blocks and the interlayer pouring frame in a staggered manner and combining with mudstone powder, gypsum powder, salt powder and other geological material slurry with an adjustable mixing ratio. The method is easy and convenient to operate and low in cost, models of different sizes, layer numbers, interlayer types and interlayer distribution are prepared through easily-obtained materials such as a transparent acrylic frame and an epoxy resin adhesive, and the method is suitable for salt cavern water-soluble cavity construction simulation tests and truly reflects the strength, permeability and collapse behavior diversity of the interlayer.

The utility model relates to the technical field of medium-deep layer geothermal drilling, and discloses a sand shale interbed area straightness-keeping deviation-preventing speed-increasing drilling tool assembly which comprises a PDC drill bit, a drill bit connector, a non-magnetic drill collar, a spiral drill collar, a spiral stabilizer, a common drill collar, an adapter substitute, a heavy weight drill rod and a common drill rod. The PDC drill bit, the drill bit connector, the non-magnetic drill collar, the spiral drill collar, the spiral stabilizer, the common drill collar, the adapter substitute, the heavy weight drill rod and the common drill rod are sequentially and fixedly connected together, and the rear end of the common drill rod is connected with a plurality of common drill rods of the same specification and size into a string. The contact area with the well wall in the drilling process is effectively reduced, the possibility of differential pressure retardation is greatly reduced, the phenomenon of sticking and drilling jamming is reduced, the real-time inclination measurement and straightness protection functions in the while-drilling process are achieved, and it is guaranteed that the well bore quality meets the requirement while the drilling speed is increased.

The application discloses a preparation method of soft and hard interbedded rock samples with an inclination angle, relates to the technical field of soft and hard interbedded rock samples, and is characterized in that the material mixing ratio of hard rock and soft rock which is the closest to the mechanical property of natural rock is determined by a mechanical property testing method, the pouring time interval of the soft rock and the hard rock is determined by comparison with the shear strength of the natural rock, the soft and hard interbedded rock with the inclination angle is prepared by using a soft and hard interbedded rock preparation device, and the soft and hard interbedded rock samples with different bedding inclination angles and different layer thickness ratios can be prepared. The application further discloses a preparation device of the soft and hard interbedded rock samples with the inclination angle, which is used for realizing the preparation method.

This invention discloses a quantitative prediction method for water and sand production from natural gas hydrates, addressing the problem of the inability to quantitatively predict water and sand production in natural gas hydrate reservoirs during depressurization extraction. This invention employs multiple sets of experiments to simulate formation physical parameters, performing hydrate decomposition under different depressurization regimes and collecting water and sand production data. Finally, it establishes a cloud map of water and sand production data under different production regimes. Through this cloud map, quantitative indicators of water and sand production under a specific extraction regime can be quickly accessed, and by using certain conversion relationships, the actual water and sand production data in production wells can be obtained, thus providing reasonable guidance for the formulation of production parameters. The technical approach provided by this invention can be applied to the oil and gas field, such as sandstone and mudstone interbedded oil and gas fields, to establish quantitative prediction models and charts for water and sand production, enabling the widespread application of the invention.

The invention relates to a black shale composite bedding identification method and system, and belongs to the field of shale oil and shale gas exploration and development engineering. The method comprises the following steps: identifying a mud pattern layer, a mud pattern layer group, a silt pattern layer and a silt pattern layer group based on large slice imaging, the color of shale in a single layer and the particle size of composition particles; determining whether to develop the composite bedding or not according to the interbed composition type and the shale structure which is the interbed composition type conforming to the composite bedding; identifying a large type of the composite bedding based on the interbed composition type and the lamina group or lamina form; and identifying the small type of the composite bedding according to the form, the superposition relation and the internal structure of the silt texture layer group. According to the method, identification and division of large classes and small classes of the composite bedding are further realized, the dynamic process and the deposition mechanism formed by deposition of the muddy turbidity current are accurately reduced, and an important basis is provided for optimizing favorable zones and targets of shale gas.

The invention relates to the technical field of oil and gas geological exploration, in particular to a characterization method for controlling enrichment of hydrocarbon source rock organic matters by tuff, which comprises the following steps: selecting an interbed development area of a tuff layer and a shale layer, and continuously sampling the shale layer covering the tuff layer; taking organic matter abundance TOC as an evaluation index of the organic matter abundance; the distance between the tuff layer and the overlying rock sample is used as an evaluation index of the organic matter enrichment control intensity; taking P / Al, Cu / Al and Ni / Al as evaluation indexes of the organic matter production capacity; taking the molybdenum enrichment coefficient and the ratio of the molybdenum enrichment coefficient to the uranium enrichment coefficient as evaluation indexes of oxidation-reduction conditions of the sedimentary environment to obtain an organic matter enrichment degree classification interval; and taking the sum of the standardized evaluation indexes as an organic matter enrichment degree judgment index, and further constructing an organic matter enrichment degree range interval for judging the organic matter enrichment degree. The method has important indicating significance on shale oil dessert area prediction.