Safety Quality Detection Method and System for Reservoir Project

Abstract

The present invention discloses a safety quality detection method and system for reservoir projects, relating to the technical field of engineering quality detection. The method includes: determining a plurality of construction nodes; determining a first construction node that is currently in progress, and collecting and obtaining first real-time geological detection data; determining a first geological investigation feature and a first preset construction plan; comparing the first geological investigation feature with the first real-time geological detection data, and analyzing the influence of the first preset construction plan on the decline of the anti-sliding stability index, anti-overturning stability index and anti-seepage index, generating a first anti-sliding decline index, a first anti-overturning decline index and a first anti-seepage decline index; conducting safety quality risk identification, and performing engineering quality detection of the first construction node according to the risk identification result. It solves the technical problem that the lack of analysis of geological conditions in the existing reservoir project quality detection leads to inaccurate detection, and achieves the technical effect of improving the accuracy of reservoir project safety quality detection.

Description

Technical Field

[0001] The present invention relates to the technical field of engineering quality detection, and in particular to a safety quality detection method and system for reservoir engineering. Background Art

[0002] In the construction of reservoir projects, project quality inspection is an important link to ensure the safety and stable operation of the project. Traditional reservoir project quality inspection methods mainly focus on the strength, size and compliance of various facilities in the construction process. Dynamic analysis of geological conditions is usually ignored. However, the geological conditions in the area where the reservoir project is located are complex and changeable. If the actual geological conditions during the construction process are different from the geological characteristics of the pre-investigation, even if the construction process and standards fully meet the design requirements, it may cause safety risks to the project. Therefore, the lack of real-time detection and dynamic evaluation of geological conditions can easily lead to inaccurate results of project quality inspections, affecting the overall safety and long-term stability of the reservoir project. Summary of the invention

[0003] The present application provides a safety quality detection method and system for reservoir engineering, which solves the technical problem in the prior art that the quality detection of reservoir engineering lacks analysis of geological conditions, resulting in inaccurate detection.

[0004] In view of the above problems, the present application provides a safety quality detection method and system for reservoir projects.

[0005] In a first aspect of the present application, a safety quality detection method for a reservoir project is provided, the method comprising:

[0006] Determine multiple construction nodes of the target reservoir project, as well as multiple geological survey features and multiple preset construction plans corresponding to the multiple construction nodes; determine the first construction node currently in progress, and collect and obtain the first real-time geological detection data corresponding to the first construction node; determine the first geological survey feature and the first preset construction plan corresponding to the first construction node based on the multiple geological survey features and the multiple preset construction plans; compare the first geological survey feature with the first real-time geological detection data, analyze the decline impact of the anti-sliding stability index, anti-overturning stability index and anti-seepage index on the first preset construction plan, and generate a first anti-sliding decline index, a first anti-overturning decline index and a first anti-seepage decline index; identify safety and quality risks based on the first anti-sliding decline index, the first anti-overturning decline index and the first anti-seepage decline index, and perform engineering quality inspection of the first construction node according to the risk identification results.

[0007] The second aspect of the present application provides a safety quality detection system for a reservoir project, the system comprising:

[0008] Node determination module: Determine multiple construction nodes of the target reservoir project, as well as multiple geological investigation features and multiple preset construction plans corresponding to the multiple construction nodes; Data acquisition module: Determine the first construction node currently in progress, and collect and obtain the first real-time geological detection data corresponding to the first construction node; Plan determination module: Determine the first geological investigation feature and the first preset construction plan corresponding to the first construction node based on the multiple geological investigation features and the multiple preset construction plans; Analysis module: Compare the first geological investigation feature with the first real-time geological detection data, and conduct a decline impact analysis on the anti-sliding stability index, anti-overturning stability index, and anti-seepage index of the first preset construction plan to generate the first anti-sliding decline index, the first anti-overturning decline index, and the first anti-seepage decline index; Quality inspection module: Identify safety and quality risks based on the first anti-sliding decline index, the first anti-overturning decline index, and the first anti-seepage decline index, and conduct engineering quality inspection of the first construction node according to the risk identification results.

[0009] One or more technical solutions provided in this application have at least the following technical effects or advantages:

[0010] First, determine multiple construction nodes of the target reservoir project, as well as multiple geological investigation features and multiple preset construction plans corresponding to the multiple construction nodes. Next, determine the first construction node currently in progress, and collect and obtain the first real-time geological detection data corresponding to the first construction node. Further, determine the first geological investigation feature and the first preset construction plan corresponding to the first construction node based on the multiple geological investigation features and the multiple preset construction plans. Then, compare the first geological investigation feature with the first real-time geological detection data, and conduct a decline impact analysis on the anti-sliding stability index, anti-overturning stability index, and anti-seepage index of the first preset construction plan to generate the first anti-sliding decline index, the first anti-overturning decline index, and the first anti-seepage decline index. Finally, identify safety and quality risks based on the first anti-sliding decline index, the first anti-overturning decline index, and the first anti-seepage decline index, and conduct engineering quality inspection of the first construction node according to the risk identification results. This solves the technical problem in the prior art that the quality inspection of reservoir projects lacks the analysis of geological conditions, resulting in inaccurate inspection, and achieves the technical effect of improving the accuracy of safety and quality inspection of reservoir projects. Description of the Drawings

[0011] In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the following will briefly introduce the drawings required for the description of the embodiments. Obviously, the following drawings are only some embodiments of the present invention. For those of ordinary skill in the art, other drawings can be obtained based on these drawings without creative efforts.

[0012] Figure 1Schematic flow chart of the safety and quality inspection method for reservoir projects provided by the embodiments of the present application;

[0013] Figure 2 Schematic structural diagram of the safety and quality inspection system for reservoir projects provided by the embodiments of the present application.

[0014] Explanation of reference numerals: Node determination module 11, data acquisition module 12, scheme determination module 13, analysis module 14, quality inspection module 15. Specific embodiments

[0015] By providing a safety and quality inspection method and system for reservoir projects, the present application solves the technical problem in the prior art that the quality inspection of reservoir projects lacks the analysis of geological conditions, resulting in inaccurate inspection.

[0016] Next, the technical solutions in the embodiments of the present application will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present application. Obviously, the described embodiments are only a part of the embodiments of the present application, rather than all the embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present application without creative efforts shall fall within the protection scope of the present application.

[0017] It should be noted that the terms "include" and "have" are intended to cover non-exclusive inclusion. For example, a process, method, system, product or server including a series of steps or units does not necessarily have to be limited to those clearly listed steps or units, but may include other steps or modules that are not clearly listed or are inherent to these processes, methods, products or devices.

[0018] Embodiment 1, as Figure 1 shown, the present application provides a safety and quality inspection method for reservoir projects, wherein the method includes:

[0019] Determine multiple construction nodes of the target reservoir project, as well as multiple geological investigation features and multiple preset construction schemes corresponding to the multiple construction nodes.

[0020] Before the construction of the reservoir project, professional technicians determine multiple construction nodes of the target reservoir project according to the project plan and the results of preliminary geological surveys, and analyze and determine the corresponding geological investigation features in combination with the actual situation of each construction node, including formation structure, geotechnical mechanical parameters, aquifer distribution, and potential geological disasters. At the same time, for these geological investigation features, multiple preset construction schemes are formulated, covering construction techniques, material selection, equipment configuration, and control measures for dealing with different geological condition changes. The determination of these nodes, features, and schemes provides a basic basis for the analysis of geological conditions, quality inspection, and risk assessment during the subsequent project construction process.

[0021] Determine the first construction node that is currently in progress, and collect the first real-time geological detection data corresponding to the first construction node.

[0022] During the construction process of the reservoir project, determine the first construction node that is currently in progress, and through the geological detection equipment arranged on site, collect the first real-time geological detection data corresponding to the first construction node. The first real-time geological detection data includes rock formation types, fracture distributions, groundwater levels, etc.

[0023] Based on the multiple geological investigation features and the multiple preset construction plans, determine the first geological investigation feature and the first preset construction plan corresponding to the first construction node.

[0024] According to the multiple geological investigation features and the multiple preset construction plans, combined with the specific location and construction stage of the first construction node that is currently in progress, determine the first geological investigation feature and the first preset construction plan corresponding to the first construction node. Specifically, based on the geographical location, construction conditions and related parameters of the first construction node, match the most relevant geological feature data from the multiple geological investigation features, and at the same time select the preset construction plan that is suitable for these geological features as the main reference basis for the current construction node.

[0025] Compare the first geological investigation feature with the first real-time geological detection data, and conduct an analysis of the influence of the decline of the anti-sliding stability index, anti-overturning stability index and anti-seepage index on the first preset construction plan, and generate the first anti-sliding decline index, the first anti-overturning decline index and the first anti-seepage decline index.

[0026] Compare the first geological investigation feature of the first construction node with the first real-time geological detection data collected in real time, and analyze the influence of the actual change of the geological conditions on the first preset construction plan. For the three key indicators of anti-sliding stability, anti-overturning stability and anti-seepage performance, evaluate the possible decline range of the indicators caused by the change of the actual geological conditions. Specifically, based on the actual shear strength, friction angle and other data of the stratum, compare with the predicted values of the geological investigation features, calculate the influence of the decline of anti-sliding stability, and generate the first anti-sliding decline index. The first anti-sliding decline index reflects the degree of reduction of anti-sliding stability under the actual geological conditions; combined with the geological stress distribution and the change of the structural center of gravity in the real-time geological data, compare with the investigation feature data, evaluate the change range of the anti-overturning ability, and generate the first anti-overturning decline index. The first anti-overturning decline index reflects the degree of reduction of anti-overturning stability under the actual geological conditions; use the water content, permeability coefficient, etc. in the real-time geological detection data to compare with the expected investigation feature values, evaluate the decline risk of anti-seepage performance, and generate the first anti-seepage decline index. The first anti-seepage decline index reflects the degree of reduction of anti-seepage performance under the actual geological conditions.

[0027] Furthermore, generating the first anti-slip degradation index, the first anti-overturning degradation index, and the first anti-seepage degradation index includes:

[0028] Performing a difference comparison on the multi-dimensional attribute features in the first geological investigation characteristics and the first real-time geological detection data to establish a multi-dimensional offset vector; based on the first preset construction plan, establishing preset anti-disturbance analysis channels for anti-slip performance, anti-overturning performance, and anti-seepage performance based on the multi-dimensional attribute features; inputting the multi-dimensional offset vector into the preset anti-disturbance analysis channels to perform degradation analysis of anti-slip performance, anti-overturning performance, and anti-seepage performance, and generating the first anti-slip degradation index, the first anti-overturning degradation index, and the first anti-seepage degradation index.

[0029] Specifically, perform a difference comparison on the multi-dimensional attribute features (such as formation structure, shear strength, permeability coefficient, etc.) in the first geological investigation characteristics and the first real-time geological detection data, calculate the attribute change amount between the two, and establish a multi-dimensional offset vector reflecting the change in geological conditions based on this; according to the design requirements of the first preset construction plan, establish preset anti-disturbance analysis channels for anti-slip performance, anti-overturning performance, and anti-seepage performance respectively. Among them, the anti-slip performance channel analyzes the influence of shear strength and friction angle on formation slip, the anti-overturning performance channel evaluates the change in the center of gravity distribution and the overturning moment, and the anti-seepage performance channel calculates the influence of permeability coefficient and moisture content on the anti-seepage ability; input the multi-dimensional offset vector into these anti-disturbance analysis channels, use the dynamic response model to analyze the change trends of anti-slip performance, anti-overturning performance, and anti-seepage performance, and finally generate the first anti-slip degradation index, the first anti-overturning degradation index, and the first anti-seepage degradation index, providing a scientific basis for the engineering quality inspection and safety risk assessment of the current construction node.

[0030] Furthermore, based on the first preset construction plan, establishing preset anti-disturbance analysis channels for anti-slip performance, anti-overturning performance, and anti-seepage performance based on the multi-dimensional attribute features includes:

[0031] Configure the data acquisition distance constraint based on the multi-dimensional attribute features; collect the construction monitoring data set of the control scheme according to the first preset construction scheme and the distance constraint, wherein any piece of data in the construction monitoring data set of the control scheme includes the geological features corresponding to the control construction scheme, as well as the corresponding anti-sliding performance index, anti-overturning performance index and anti-seepage performance index; extract any two pieces of data from the construction monitoring data set of the control scheme, use one piece of data as the reference control data, and calculate the geological feature offset vector sample of the other piece of data relative to the reference control data, as well as the change vectors of the anti-sliding performance index, anti-overturning performance index and anti-seepage performance index relative to the reference control data; use the geological feature offset vector sample as the training input and the change vector of the anti-sliding performance index as the output supervision value to train the anti-sliding analysis model, and so on to train the anti-overturning analysis model and the anti-seepage analysis model; connect the anti-sliding analysis model, the anti-overturning analysis model and the anti-seepage analysis model in parallel to generate the preset anti-interference analysis channel.

[0032] Specifically, according to the multi-dimensional attribute features, set the acquisition distance constraint conditions for geological detection data to ensure that the collected data covers the areas related to the construction nodes and has sufficient geological representativeness; based on the first preset construction scheme and the configured distance constraint conditions, collect the geological features and monitoring data related to multiple control construction schemes to form the construction monitoring data set of the control scheme, and each piece of data includes geological features and the corresponding anti-sliding performance index, anti-overturning performance index and anti-seepage performance index; extract any two pieces of data from the construction monitoring data set of the control scheme, select one of them as the reference control data, calculate the geological feature offset vector of the other piece of data relative to the reference control data, and at the same time calculate the change vectors of its corresponding anti-sliding performance index, anti-overturning performance index and anti-seepage performance index; use the geological feature offset vector sample as the input for model training and the change vector of the performance index as the supervision output value to train the anti-sliding analysis model; similarly, train the anti-overturning analysis model and the anti-seepage analysis model respectively to ensure that the model can accurately map the relationship between geological feature changes and performance index changes; connect the trained anti-sliding analysis model, anti-overturning analysis model and anti-seepage analysis model in parallel to form a complete preset anti-interference analysis channel for real-time input of geological offset vectors and analysis of the change trends and decline amplitudes of anti-sliding, anti-overturning and anti-seepage performances.

[0033] Furthermore, collecting the construction monitoring data set of the control scheme according to the first preset construction scheme and the distance constraint includes:

[0034] Taking the first preset construction plan as a constraint, collect a set of comparison plans that meet the distance constraint, where the comparison plan is a historical construction plan whose similarity to the first preset construction plan is greater than a preset similarity; collect the actual geological characteristics and the measured values of the actual anti-sliding performance index, anti-overturning performance index, and anti-seepage performance index during the construction of the comparison plan, and establish a comparison plan construction monitoring data set corresponding to the set of comparison plans.

[0035] Specifically, taking the first preset construction plan as a constraint condition, screen out a set of comparison plans from the historical construction data whose similarity to this plan is greater than the preset similarity. The evaluation of similarity can be based on the matching degree of key factors such as construction technology, material parameters, and geological environment. Exemplarily, encode the key features (including construction technology parameters, material parameters, and geological environment features) of the first preset construction plan into a multi-dimensional feature vector, and at the same time encode the corresponding features of each construction plan in the historical construction data into a feature vector; use the Euclidean distance formula to calculate the similarity between the first preset construction plan and each historical construction plan. The smaller the Euclidean distance, the higher the similarity. According to the calculation results, sort all historical construction plans in ascending order of Euclidean distance, and screen out the plans with Euclidean distance less than the preset threshold to form a set of comparison plans with similarity greater than the preset similarity. Then, collect the actual geological characteristic data corresponding to the comparison plan during the construction process, including formation structure, permeability coefficient, shear strength, etc., and record the measured values of the actual anti-sliding performance index, anti-overturning performance index, and anti-seepage performance index during the construction of each comparison plan; store the above collected data in a structured manner to establish a comparison plan construction monitoring data set corresponding to the set of comparison plans, providing comprehensive data support for subsequent geological offset analysis and performance change evaluation.

[0036] Based on the first anti-sliding decline index, the first anti-overturning decline index, and the first anti-seepage decline index, identify safety and quality risks, and conduct engineering quality inspection of the first construction node according to the risk identification results.

[0037] First, identify the possible over-limit risks of the first anti-sliding decline index, the first anti-overturning decline index, and the first anti-seepage decline index, and judge whether the construction node faces a significant decline in anti-sliding performance, anti-overturning performance, or anti-seepage performance; secondly, according to the risk assessment results, classify the safety risks of the construction node as high risk, medium risk, or low risk, and clarify the corresponding risk sources and their potential impacts on the engineering quality. Finally, combined with the risk identification results, conduct engineering quality inspection of the first construction node, focusing on detecting the areas and links that are more affected by the risks. Through further data collection and analysis, verify whether the construction node meets the design safety standards, and formulate corresponding construction adjustment or remedial measures to ensure that the engineering quality meets the requirements.

[0038] Furthermore, based on the first anti-slip decline index, the first anti-overturning decline index, and the first anti-seepage decline index, safety and quality risk identification is carried out, and engineering quality inspection of the first construction node is carried out according to the risk identification results, including:

[0039] Judge whether there is an index greater than the preset decline threshold among the first anti-slip decline index, the first anti-overturning decline index, and the first anti-seepage decline index; if so, activate the construction plan optimization module to optimize the first preset construction plan and then carry out the engineering quality inspection of the first construction node; if not, construct according to the first preset construction plan and carry out engineering quality inspection.

[0040] Preferably, judge whether any of the first anti-slip decline index, the first anti-overturning decline index, and the first anti-seepage decline index exceeds the preset decline threshold; if there is a situation where the threshold is exceeded, activate the construction plan optimization module to adjust and optimize the first preset construction plan to reduce the safety and quality risks caused by changes in geological conditions, and then carry out engineering quality inspection of the first construction node after optimization. For example, collect the construction data of the first construction node, detect and evaluate the key indicators (such as anti-slip performance, anti-overturning performance, and anti-seepage performance) to judge whether they meet the design requirements and safety standards; if it is found that none of the indicators exceed the preset threshold, directly construct according to the first preset construction plan and carry out engineering quality inspection at the same time to ensure that the quality of the construction node meets the design requirements and safety standards.

[0041] Furthermore, after activating the construction plan optimization module to optimize the first preset construction plan, the engineering quality inspection of the first construction node is carried out, including:

[0042] Call the plan optimization library in the construction plan optimization module, where the plan optimization library includes multiple optimization plans and the corresponding optimization degrees of anti-slip performance, anti-overturning performance, and anti-seepage performance; in the plan optimization library, screen multiple target optimization plans whose optimization degrees meet the first anti-slip decline index, the first anti-overturning decline index, and the first anti-seepage decline index; recommend the multiple target optimization plans to the construction management terminal, and obtain the first optimization plan finally returned by the construction management terminal; construct according to the first optimization plan and carry out engineering quality inspection.

[0043] Specifically, call the solution optimization library in the construction plan optimization module. This optimization library contains multiple preset optimization solutions and their corresponding optimization degrees for anti-slip performance, anti-overturning performance, and anti-seepage performance. Then, based on the requirements of the first anti-slip decline index, the first anti-overturning decline index, and the first anti-seepage decline index, screen out multiple target optimization solutions from the optimization library whose optimization degrees meet the requirements. Next, recommend the selected target optimization solutions to the construction management terminal, and the technical personnel of the terminal will conduct a comprehensive analysis and then return the finally selected first optimization solution. Finally, carry out construction based on the first optimization solution, and conduct engineering quality inspections on the first construction node to ensure that the optimized construction plan can effectively cope with geological condition changes and meet the engineering quality requirements.

[0044] Furthermore, it also includes:

[0045] Determine the geographical location information of the multiple construction nodes;

[0046] Based on the geographical location information and the multiple geological investigation features, conduct a correlation analysis of the geological features of the multiple construction nodes, and establish multiple node combinations with a correlation coefficient greater than a preset coefficient;

[0047] Based on the multiple node combinations, determine the first node combination corresponding to the first construction node;

[0048] If the first preset construction plan of the first construction node is optimized, synchronously optimize the preset construction plans of other construction nodes within the first node combination according to the first optimization plan, and conduct a decline impact analysis on the anti-slip stability index, anti-overturning stability index, and anti-seepage index with the synchronously optimized plan.

[0049] First, determine the geographical location information of multiple construction nodes, and based on this geographical location information and multiple geological investigation features, conduct a correlation analysis of the geological features of each construction node. By calculating the correlation coefficient of geological features between nodes, screen out multiple node combinations with a correlation coefficient greater than a preset coefficient. Then, based on these node combinations, determine the first node combination associated with the first construction node. If the first preset construction plan of the first construction node is optimized, synchronously optimize the preset construction plans of other construction nodes within the first node combination according to the first optimization plan to ensure the consistency and coherence of construction plans between associated nodes. After synchronous optimization, based on the optimized plan, conduct a decline impact analysis on the anti-slip stability index, anti-overturning stability index, and anti-seepage index of all nodes within the first node combination, further evaluate the impact of the optimized plan on the overall engineering safety performance, and ensure the overall stability and safety of the construction process.

[0050] Exemplarily, calculate the correlation coefficient of geological features between computing nodes. Specifically, extract the geological exploration features of each construction node (such as formation structure, lithology, permeability coefficient, shear strength, etc.), and quantify these features into geological feature vectors; then, use the cosine similarity formula to calculate the similarity of geological features between any two construction nodes. Among them, the calculation of node similarity is determined by the ratio of the dot product of feature vectors to the vector norm length, and the obtained similarity value is used as the correlation coefficient between the two nodes; then, compare the calculated correlation coefficient with a preset threshold, and screen out the node pairs with a correlation coefficient greater than the threshold to form an associated node combination.

[0051] In summary, the embodiments of the present application have at least the following technical effects:

[0052] First, determine multiple construction nodes of the target reservoir project, as well as multiple geological exploration features and multiple preset construction plans corresponding to the multiple construction nodes. Then, determine the first construction node that is currently in progress, and collect and obtain the first real-time geological detection data corresponding to the first construction node. Further, determine the first geological exploration feature and the first preset construction plan corresponding to the first construction node based on the multiple geological exploration features and the multiple preset construction plans. Then, compare the first geological exploration feature with the first real-time geological detection data, and analyze the influence of the first preset construction plan on the decline of the anti-sliding stability index, anti-overturning stability index, and anti-seepage index, and generate the first anti-sliding decline index, the first anti-overturning decline index, and the first anti-seepage decline index. Finally, perform safety and quality risk identification based on the first anti-sliding decline index, the first anti-overturning decline index, and the first anti-seepage decline index, and perform engineering quality inspection on the first construction node according to the risk identification result. This solves the technical problem in the prior art that the quality inspection of reservoir projects lacks the analysis of geological conditions, resulting in inaccurate inspection, and achieves the technical effect of improving the accuracy of safety and quality inspection of reservoir projects.

[0053] Embodiment 2, based on the same inventive concept as the safety and quality inspection method for reservoir projects in the foregoing embodiment, as Figure 2 shown, the present application provides a safety and quality inspection system for reservoir projects, wherein the system includes:

[0054] Node determination module 11: Determine multiple construction nodes of the target reservoir project, as well as multiple geological investigation features and multiple preset construction plans corresponding to the multiple construction nodes; Data acquisition module 12: Determine the first construction node currently in progress, and collect and obtain the first real-time geological detection data corresponding to the first construction node; Plan determination module 13: Determine the first geological investigation feature and the first preset construction plan corresponding to the first construction node based on the multiple geological investigation features and the multiple preset construction plans; Analysis module 14: Compare the first geological investigation feature with the first real-time geological detection data, and conduct a decline impact analysis on the anti-sliding stability index, anti-overturning stability index, and anti-seepage index of the first preset construction plan, and generate a first anti-sliding decline index, a first anti-overturning decline index, and a first anti-seepage decline index; Quality inspection module 15: Identify safety and quality risks based on the first anti-sliding decline index, the first anti-overturning decline index, and the first anti-seepage decline index, and conduct engineering quality inspection of the first construction node according to the risk identification results.

[0055] Further, the analysis module 14 is used to execute the following method:

[0056] Compare the multi-dimensional attribute features in the first geological investigation feature and the first real-time geological detection data to establish a multi-dimensional offset vector; According to the first preset construction plan, establish a preset anti-disturbance analysis channel for anti-sliding performance, anti-overturning performance, and anti-seepage performance based on the multi-dimensional attribute features; Input the multi-dimensional offset vector into the preset anti-disturbance analysis channel to conduct a decline analysis of anti-sliding performance, anti-overturning performance, and anti-seepage performance, and generate the first anti-sliding decline index, the first anti-overturning decline index, and the first anti-seepage decline index.

[0057] Further, the analysis module 14 is used to execute the following method:

[0058] Configure the data acquisition distance constraint based on the multi-dimensional attribute features; collect the construction monitoring data set of the control scheme according to the first preset construction scheme and the distance constraint, wherein any piece of data in the construction monitoring data set of the control scheme includes the geological features corresponding to the control construction scheme, as well as the corresponding anti-sliding performance index, anti-overturning performance index, and anti-seepage performance index; extract any two pieces of data from the construction monitoring data set of the control scheme, use one piece of data as the reference control data, and calculate the geological feature offset vector sample of the other piece of data relative to the reference control data, as well as the change vectors of the anti-sliding performance index, anti-overturning performance index, and anti-seepage performance index relative to the reference control data; use the geological feature offset vector sample as the training input and the change vector of the anti-sliding performance index as the output supervision value to train the anti-sliding analysis model, and so on to train the anti-overturning analysis model and the anti-seepage analysis model; connect the anti-sliding analysis model, the anti-overturning analysis model, and the anti-seepage analysis model in parallel to generate the preset anti-interference analysis channel.

[0059] Further, the analysis module 14 is used to execute the following method:

[0060] Taking the first preset construction scheme as a constraint, collect a set of control schemes that meet the distance constraint, where the control scheme is a historical construction scheme whose similarity to the first preset construction scheme is greater than the preset similarity; collect the actual geological features, actual anti-sliding performance index detection values, anti-overturning performance index detection values, and anti-seepage performance index detection values during the construction of the control scheme, and establish a control scheme construction monitoring data set corresponding to the set of control schemes.

[0061] Further, the quality inspection module 15 is used to execute the following method:

[0062] Judge whether there is an index greater than the preset decline threshold among the first anti-sliding decline index, the first anti-overturning decline index, and the first anti-seepage decline index; if so, activate the construction scheme optimization module to optimize the first preset construction scheme and then conduct the engineering quality inspection of the first construction node; if not, construct with the first preset construction scheme and conduct the engineering quality inspection.

[0063] Further, the quality inspection module 15 is used to execute the following method:

[0064] Call the solution optimization library in the construction solution optimization module, where the solution optimization library includes multiple optimization solutions and the optimization degrees of the corresponding anti-slip performance, anti-overturning performance, and anti-seepage performance; in the solution optimization library, screen multiple target optimization solutions whose optimization degrees meet the first anti-slip decline index, the first anti-overturning decline index, and the first anti-seepage decline index; recommend the multiple target optimization solutions to the construction management terminal, and obtain the first optimized solution finally returned by the construction management terminal; perform construction according to the first optimized solution and conduct engineering quality inspection.

[0065] Further, the quality inspection module 15 is used to execute the following method:

[0066] Determine the geographical location information of the multiple construction nodes; based on the geographical location information and the multiple geological investigation features, conduct an association analysis of the geological features of the multiple construction nodes to establish multiple node combinations with a correlation coefficient greater than a preset coefficient; based on the multiple node combinations, determine the first node combination corresponding to the first construction node; if the first preset construction solution of the first construction node is optimized, synchronously optimize the preset construction solutions of other construction nodes within the first node combination according to the first optimized solution, and conduct an analysis of the decline impact on the anti-slip stability index, anti-overturning stability index, and anti-seepage index with the synchronously optimized solution.

[0067] It should be noted that the above sequence of embodiments of the present application is only for description and does not represent the superiority or inferiority of the embodiments. And the above describes specific embodiments of this specification. The processes depicted in the drawings do not necessarily require the specific order or continuous order shown to achieve the desired result. In some embodiments, multitasking and parallel processing are also possible or may be advantageous.

[0068] The above are only the preferred embodiments of the present application and are not intended to limit the present application. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present application shall be included within the protection scope of the present application.

[0069] This specification and the drawings are only exemplary descriptions of the present application and are considered to cover any and all modifications, variations, combinations, or equivalents within the scope of the present application. Obviously, those skilled in the art can make various changes and modifications to the present application without departing from the scope of the present application. Thus, if these modifications and variations of the present application fall within the scope of the present application and its equivalent technologies, the present application is intended to include these changes and modifications.

Claims

1. A safety quality detection method for a reservoir project, characterized in that: The method comprises: Determine a plurality of construction nodes of the target reservoir project, and a plurality of geological survey features and a plurality of preset construction plans corresponding to the plurality of construction nodes; Determine a first construction node currently in progress, and collect and obtain first real-time geological detection data corresponding to the first construction node; Determine a first geological survey feature and a first preset construction plan corresponding to the first construction node based on the multiple geological survey features and the multiple preset construction plans; Comparing the first geological survey feature with the first real-time geological detection data, analyzing the decline impact of the anti-sliding stability index, the anti-overturning stability index and the anti-seepage index on the first preset construction plan, and generating a first anti-sliding decline index, a first anti-overturning decline index and a first anti-seepage decline index; Performing safety and quality risk identification based on the first anti-sliding decline index, the first anti-overturning decline index, and the first anti-seepage decline index, and performing engineering quality inspection of the first construction node according to the risk identification result; Generating a first anti-sliding descent index, a first anti-overturning descent index, and a first anti-seepage descent index, including: Performing a difference comparison between the first geological survey feature and the multidimensional attribute feature in the first real-time geological detection data to establish a multidimensional offset vector; According to the first preset construction plan, a preset anti-disturbance analysis channel for anti-sliding performance, anti-overturning performance and anti-seepage performance is established based on the multi-dimensional attribute characteristics; Inputting the multidimensional offset vector into the preset anti-disturbance analysis channel to perform degradation analysis of anti-slip performance, anti-overturning performance and anti-seepage performance, and generating the first anti-slip degradation index, the first anti-overturning degradation index and the first anti-seepage degradation index; According to the first preset construction plan, a preset anti-disturbance analysis channel for anti-sliding performance, anti-overturning performance and anti-seepage performance is established based on the multi-dimensional attribute characteristics, including: Configuring data collection distance constraints based on the multi-dimensional attribute features; According to the first preset construction plan and the distance constraint, a control plan construction monitoring data set is collected, wherein any data in the control plan construction monitoring data set includes a geological feature corresponding to the control construction plan, and a corresponding anti-slip performance index, an anti-overturning performance index, and an anti-seepage performance index; Extract any two data from the construction monitoring data set of the control scheme, take one of the data as the reference control data, calculate the geological characteristic offset vector sample of the other data relative to the reference control data, and the anti-sliding performance index change vector, anti-overturning performance index change vector and anti-seepage performance index change vector relative to the reference control data; Taking the geological feature offset vector samples as training input and the anti-sliding performance index change vector as the output supervision value, the anti-sliding analysis model is trained; taking the geological feature offset vector samples as training input and the anti-overturning performance index change vector as the output supervision value, the anti-overturning analysis model is trained; taking the geological feature offset vector samples as training input and the anti-seepage performance index change vector as the output supervision value, the anti-seepage analysis model is trained; The anti-sliding analysis model, the anti-overturning analysis model and the anti-seepage analysis model are connected in parallel to generate the preset anti-disturbance analysis channel; The safety and quality risk identification is performed based on the first anti-sliding drop index, the first anti-overturning drop index, and the first anti-seepage drop index, and the engineering quality detection of the first construction node is performed according to the risk identification result, including: Determine whether there is an index greater than a preset decline threshold value among the first anti-slip decline index, the first anti-overturning decline index, and the first anti-seepage decline index; If yes, activate the construction plan optimization module to optimize the first preset construction plan and then perform engineering quality inspection on the first construction node; If not, construction will be carried out according to the first preset construction plan and the project quality inspection will be conducted.

2. The safety quality detection method for reservoir engineering according to claim 1, characterized in that: The construction monitoring data set of the control scheme is collected according to the first preset construction scheme and the distance constraint, including: Taking the first preset construction plan as a constraint, collecting a set of reference plans that meet the distance constraint, wherein the reference plans are historical construction plans whose similarity to the first preset construction plan is greater than a preset similarity; The actual geological characteristics and actual anti-slip performance index test values, anti-overturning performance index test values ​​and anti-seepage performance index test values ​​during the construction of the control scheme are collected to establish a control scheme construction monitoring data set corresponding to the control scheme set.

3. The safety quality detection method for reservoir engineering according to claim 2, characterized in that: Activating the construction scheme optimization module to optimize the first preset construction scheme and then performing engineering quality inspection of the first construction node includes: Calling a scheme optimization library in the construction scheme optimization module, wherein the scheme optimization library includes a plurality of optimization schemes and corresponding optimization degrees of anti-slip performance, anti-overturning performance, and anti-seepage performance; In the scheme optimization library, multiple target optimization schemes are screened, the optimization degrees of which satisfy the first anti-sliding decline index, the first anti-overturning decline index, and the first anti-seepage decline index; Recommending the multiple target optimization solutions to the construction management terminal, and obtaining the first optimization solution finally returned by the construction management terminal; The first optimization scheme is used for construction and the project quality inspection is carried out.

4. The safety quality detection method for reservoir engineering according to claim 3, characterized in that: Also includes: Determining geographical location information of the multiple construction nodes; Based on the geographical location information and the multiple geological survey features, a correlation analysis of the geological features of the multiple construction nodes is performed to establish multiple node combinations with correlation coefficients greater than a preset coefficient; Determine a first node combination corresponding to the first construction node based on the multiple node combinations; If the first preset construction plan of the first construction node is optimized, the preset construction plans of other construction nodes in the first node combination are synchronously optimized according to the first optimization plan, and the decline impact of the anti-sliding stability index, anti-overturning stability index and anti-seepage index is analyzed with the synchronously optimized plan.

5. Safety quality detection system for reservoir engineering, characterized by: Used to implement the safety quality detection method for reservoir engineering according to any one of claims 1 to 4, the system comprises: Node determination module: determining multiple construction nodes of the target reservoir project, as well as multiple geological survey features and multiple preset construction plans corresponding to the multiple construction nodes; Data acquisition module: determining a first construction node currently in progress, and collecting and acquiring first real-time geological detection data corresponding to the first construction node; A scheme determination module: determining a first geological survey feature and a first preset construction scheme corresponding to the first construction node based on the multiple geological survey features and the multiple preset construction schemes; Analysis module: comparing the first geological survey feature with the first real-time geological detection data, analyzing the decline of the anti-sliding stability index, the anti-overturning stability index and the anti-seepage index of the first preset construction plan, and generating a first anti-sliding decline index, a first anti-overturning decline index and a first anti-seepage decline index; Quality inspection module: safety quality risk identification is performed based on the first anti-slip drop index, the first anti-overturning drop index and the first anti-seepage drop index, and engineering quality inspection of the first construction node is performed according to the risk identification results.

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