CN118013627A - Basement confined water gushes water steel sleeve cofferdam shutoff analog system - Google Patents

Basement confined water gushes water steel sleeve cofferdam shutoff analog system Download PDF

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Publication number
CN118013627A
CN118013627A CN202410171358.4A CN202410171358A CN118013627A CN 118013627 A CN118013627 A CN 118013627A CN 202410171358 A CN202410171358 A CN 202410171358A CN 118013627 A CN118013627 A CN 118013627A
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module
data
simulation
result
plugging
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柳蓉蓉
李明照
李金宝
高振生
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China Construction Second Engineering Bureau Co Ltd
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China Construction Second Engineering Bureau Co Ltd
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Abstract

The invention discloses a basement pressurized water gushing steel sleeve cofferdam plugging simulation system, which particularly relates to the field of energy management, and comprises the following modules: the environment data collection module is used for collecting and processing environment data; the parameter configuration module is used for configuring various parameters by taking the data collected by the environment as a reference; and the model building module is used for building physical and mathematical models by taking the parameters as the reference. The system can simulate the condition of bearing water burst of a basement, predicts the position, pressure and strength of the water burst, can know potential water burst problems in advance through a simulation system, adopts corresponding plugging measures to effectively reduce damage to a building, can simulate various water burst conditions and evaluate the effects of different plugging schemes, so that an optimal plugging method is selected to reduce risks in the plugging process, and simultaneously, can simulate and optimize for a plurality of times before actual plugging by using the simulation system, thereby reducing the trial-and-error cost and time of actual plugging.

Description

Basement confined water gushes water steel sleeve cofferdam shutoff analog system
Technical Field
The invention relates to the field of energy management, in particular to a basement pressurized water gushing steel sleeve cofferdam plugging simulation system.
Background
The basement pressure-bearing water surge refers to a water surge phenomenon occurring in a basement or a subterranean space due to excessive water pressure. Specifically, basement confined water surges can cause serious damage to buildings, including leakage and structural damage, and steel casing cofferdams are a common method of plugging to prevent basement confined water surges. The steel sleeve body is a pipeline with high strength and corrosion resistance, before plugging, holes are needed to be drilled on a basement wall or floor, the steel sleeve is inserted into the holes, and the steel sleeve is sealed with surrounding structures by using sealing materials, so that a sealed cofferdam is formed, water gushes are prevented from entering the basement, and a building is protected from water pressure and water attack.
In the actual plugging process, a system for simulating the plugging is lacking, the position, the pressure and the intensity of the water surge cannot be predicted, corresponding plugging measures are difficult to take, meanwhile, as various water surge conditions cannot be simulated, a plugging method can be decided only by constructors at sites, the choice and the adjustability are poor, the risk in the whole plugging process is high, and due to the fact that a simulation system is lacking, constructors need to detect on site and test errors with a preset scheme, the most effective plugging scheme is difficult to obtain efficiently, and the whole construction efficiency is poor.
Therefore, a need exists for a basement pressurized water gushing steel sleeve cofferdam plugging simulation system.
Disclosure of Invention
The invention aims to solve the defects in the prior art, and provides a basement pressurized water gushing steel sleeve cofferdam plugging simulation system.
In order to achieve the above purpose, the present invention adopts the following technical scheme:
a basement pressurized water gushing water steel sleeve cofferdam plugging simulation system comprises the following modules:
the environment data collection module is used for collecting and processing environment data;
the parameter configuration module is used for configuring various parameters by taking the data collected by the environment as a reference;
the model building module is used for building physical and mathematical models by taking parameters as references;
The simulation execution module is used for calculating a simulation plugging result by taking the model as a reference and outputting the simulation plugging result;
The result analysis module is used for analyzing the simulation result and outputting the simulation result by taking the result as a reference;
The visualization module is used for providing a visual mapping based on the analysis content;
The data storage module is used for storing various data;
the data backup module is used for providing backup for each item of data;
And the user end is used for regulating and controlling various modules.
The invention is further provided with: the environment collection module comprises at least one environment sensor, a data processing module and a data temporary storage module, wherein the environment collection module comprises;
The environment sensor is provided with a sensor interface which is connected with the data processing module, and the environment sensor collects environment data including water level data and pressure data;
The data processing module is connected with the sensor interface, receives data obtained by the sensor in real time, corrects the original data, ensures the accuracy of the data, and transmits the data to the data temporary storage module after the correction is finished;
The data temporary storage module is used for receiving the corrected data and temporarily storing the data for subsequent parameter configuration.
The invention is further provided with: the parameter configuration module is respectively connected with the user side, the data temporary storage module and the model building module, inputs corresponding parameters for the parameter configuration module through the user side, and simultaneously sends multiple parameters to the model building module;
Wherein the parameters include geometry of the input cofferdam, material properties, cofferdam and ambient parameters.
The invention is further provided with: the model building module is connected with the simulation execution module and the parameter configuration module, and after a plurality of parameters are obtained through the parameter configuration module, the model building module starts to build mathematical and physical models and sends the mathematical and physical models to the simulation execution module;
The method comprises the steps of establishing a physical model based on a physical principle of cofferdam plugging, and establishing a mathematical model, wherein the mathematical model specifically comprises a model in the aspects of water flow power and soil mechanics, and after the establishment is completed, the simulation calculation is still required to be carried out based on a numerical calculation method, and the numerical calculation method adopts a finite difference method in consideration of the interaction between fluid and solid.
The invention is further provided with: the simulation execution module comprises a boundary processing module, a control module and a numerical value calculation module, wherein the simulation execution module comprises;
The simulation execution module is respectively connected with the control module and the boundary processing module, the user side is connected with the simulation execution module, a simulation instruction is issued for the simulation execution module through the user side, and the simulation execution module calls two models from the model building module and carries out numerical calculation by a finite difference method;
The boundary processing module is used for calibrating interaction between the cofferdam and surrounding environment parameters and updating boundary conditions in real time;
The control module performs simulation calculation in each time step through the time step designated by the user;
The numerical calculation module solves the model equation by taking a finite difference method as a numerical calculation method to obtain a simulation result in a time step, and the numerical calculation module transmits the result to the result analysis module after obtaining the result.
The invention is further provided with: the result analysis module comprises an analysis processing module, and specifically comprises the following steps:
The result analysis module is connected with the numerical calculation module, is used for obtaining a simulation result through the numerical calculation module, and is used for carrying out data processing and analysis by taking the simulation result as a reference;
the analysis processing module is connected with the result analysis module, extracts key data and indexes through the result analysis module, analyzes and calculates the data as a reference, and specifically calculates the integral change trend of the result.
The invention is further provided with: the visual module comprises a display component, and specifically comprises;
The visualization module is connected with the analysis processing module and the user side, the visualization module realizes visualization by receiving data at the analysis processing module and drawing the data through a waveform chart, the simulation result is intuitively displayed to the user side, the user can directly check the result through the user side to help the user side to understand the cofferdam blocking effect, the visualization module can also convey the chart to the display assembly, and the display assembly can directly provide visual mapping for the chart.
The invention is further provided with: the data storage module comprises a data screening module and a summarizing module, and specifically comprises;
The data screening module is respectively connected with the simulation execution module, the model building module, the parameter configuration module, the result analysis module and the environment data collection module and is in data intercommunication with the summarization module, the data screening module is used for collecting simulation data, model data, configuration parameters, analysis result data and environment original data, after collecting each data, the data screening module carries out different classification treatment according to different conveying ports, before the classification treatment, the data screening module carries out pre-screening on the data, after the pre-screening is finished, the data is re-screened, and the obtained classified data is conveyed to the summarization module after the re-screening;
the data collecting module is used for collecting corresponding data obtained from the data screening module, the data collecting module is used for collecting the data, the collecting process specifically comprises collecting model and simulation results, collecting environment data and parameters, and after collecting, the collecting module is used for conveying the obtained data to the output storage module;
The data storage module is used for storing summarized data and classified data and sending the summarized data and the classified data to the data backup module, and the data backup module is used for backing up the data based on the sent data so as to ensure the safety of the data.
The invention is further provided with: the system comprises a user terminal, a parameter configuration module, a result analysis module, a visualization module and an analog execution module, wherein the user terminal is connected with the parameter configuration module, the result analysis module, the visualization module and the analog execution module and specifically comprises;
The user side is used for regulating and controlling the simulation execution module in the simulation process, the user side starts, pauses and stops the simulation execution module through the simulation control interface, and meanwhile, the user side can also regulate and control the simulation specific speed;
The user side is used for conveying specific parameters for the parameter configuration module, the user side inputs cofferdam and environment parameters through a parameter input interface, and meanwhile, a user can perform parameter verification and error processing through the user side;
The user side is used for viewing the specific result at the result analysis module, the user side displays the simulation result and analysis data through the result display interface, and the user can interactively view the simulation result and the analysis data through the user side.
The beneficial effects of the invention are as follows:
1. The system can simulate the condition of bearing water surge of the basement, predicts the position, pressure and strength of the water surge, can know potential water surge problems in advance through the simulation system, adopts corresponding plugging measures, and effectively reduces damage to a building;
2. The safety and reliability of the basement pressure-bearing water surge plugging can be improved, the system can simulate various water surge conditions and evaluate the effects of different plugging schemes, so that the optimal plugging method is selected, and the risk in the plugging process is reduced;
3. The simulation system can be used for multiple times of simulation and optimization before actual plugging, so that the trial-and-error cost and time of the actual plugging are reduced, the most effective plugging scheme can be selected through prediction and optimization, and the construction efficiency is improved.
Drawings
Fig. 1 is a schematic overall flow diagram of a basement pressurized water gushing steel sleeve cofferdam plugging simulation system module.
FIG. 2 is a schematic diagram of the flow of the environment data transmission in the present invention.
FIG. 3 is a flow chart of the simulation execution module in the present invention.
FIG. 4 is a flow chart of the result analysis and visualization in the present invention.
FIG. 5 is a flow chart of data storage and summarization in the present invention.
Fig. 6 is a schematic flow chart of each regulation and control of the user side in the present invention.
Fig. 7 is a schematic diagram of the overall module in the present invention.
Fig. 8 is a schematic diagram of each auxiliary module in the present invention.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments.
Example 1
As shown in fig. 1 and 2, a basement pressurized water gushing water steel sleeve cofferdam plugging simulation system comprises the following modules:
the environment data collection module is used for collecting and processing environment data;
the parameter configuration module is used for configuring various parameters by taking the data collected by the environment as a reference;
the model building module is used for building physical and mathematical models by taking parameters as references;
The simulation execution module is used for calculating a simulation plugging result by taking the model as a reference and outputting the simulation plugging result;
The result analysis module is used for analyzing the simulation result and outputting the simulation result by taking the result as a reference;
The visualization module is used for providing a visual mapping based on the analysis content;
The data storage module is used for storing various data;
the data backup module is used for providing backup for each item of data;
And the user end is used for regulating and controlling various modules.
The environment collection module comprises at least one environment sensor, a data processing module and a data temporary storage module, wherein the environment collection module comprises;
the environment sensor is provided with a sensor interface which is connected with the data processing module, and the environment sensor collects environment data including water level data and pressure data;
the data processing module is connected with the sensor interface, receives data obtained by the sensor in real time, corrects the original data, ensures the accuracy of the data, and transmits the data to the data temporary storage module after the correction is finished;
And the data temporary storage module is used for receiving the corrected data and temporarily storing the data for subsequent parameter configuration.
The parameter configuration module is respectively connected with the user side, the data temporary storage module and the model building module, inputs corresponding parameters for the parameter configuration module through the user side, and simultaneously sends multiple parameters to the model building module;
wherein the parameters include geometry of the input cofferdam, material properties, cofferdam and ambient parameters.
Example 2
As shown in fig. 1 and fig. 2, the model building module is connected with the simulation execution module and the parameter configuration module, and after obtaining a plurality of parameters through the parameter configuration module, the model building module starts to build mathematical and physical models and sends the mathematical and physical models to the simulation execution module;
the physical model is established based on the physical principle of cofferdam plugging, the mathematical model specifically comprises a model in the aspects of water flow power and soil mechanics, and after establishment is completed, the simulation calculation is still required based on a numerical calculation method, and the interaction between fluid and solid is considered, wherein the numerical calculation method adopts a finite difference method.
It should be noted that the finite difference method mentioned in the foregoing description is a commonly used numerical calculation method for discretizing a partial differential equation or a normal differential equation. In cofferdam plugging simulation, a finite difference method converts a continuous physical model into a discrete numerical model, and a simulation result is obtained by approximately solving a difference equation.
The following discretized partial differential equations and their meanings are enumerated by the common differential format:
first, center differential format:
one-dimensional case: partial derivative: frac { \partial u } { \partial x } \ approx \frac { u_ { i+1} -u_ { i-1} {2\Delta x } $ }
Second partial derivative: frac { \partial x ≡2} \ approx } frac { u_ { i+1} -2u_i+u_ { i-1} { (\Delta x) ≡2} $
Two-dimensional case: lateral partial derivative: frac { \partial u } { \partial x } \ approx \frac { u_ { i+1, j } -u_ { i-1, j } {2\Delta x } $ }
Longitudinal partial derivative: frac { \partial u } { \partial y } \ approx \frac { u_ { i, j+1} -u_ { i, j-1} {2\Delta y } $ }
Second order lateral partial derivative: frac { \partial x ≡2} { \ approx ++u_ { i+1, j } -2u_ { i, j } +u_ { i-1, j } { (\Delta x) ≡2} $
Second order longitudinal partial derivative: frac { fraction 2u } { \fraction y 2} \ approx \frac { u_ { i, j+1} -2u_ { i, j } +u_ { i, j-1} { (\Delta y)/(2 } $)
Second, forward differential format:
One-dimensional case: partial derivative: frac { \partial u } { \partial x } \ approx \frac { u_ { i+1} -u_i } { \Delta x } $
Second partial derivative: frac { \partial x ≡2} \ approx } frac { u_ { i+1} -2u_i+u_ { i-1} { (\Delta x) ≡2} $
Two-dimensional case: lateral partial derivative: frac { \partial u } { \partial x } \ approx \frac { u_ { i+1, j } -u_ { i, j } { \Delta x } $ }
Longitudinal partial derivative: frac { \partial u } { \partial y } \ approx \frac { u_ { i, j+1} -u_ { i, j } { \Delta y } $
Second order lateral partial derivative: frac { \partial x ≡2} { \ approx ++u_ { i+1, j } -2u_ { i, j } +u_ { i-1, j } { (\Delta x) ≡2} $
Second order longitudinal partial derivative: frac { fraction 2u } { \fraction y 2} \ approx \frac { u_ { i, j+1} -2u_ { i, j } +u_ { i, j-1} { (\Delta y)/(2 } $)
Thirdly, backward differential format:
One-dimensional case: partial derivative: frac { \partial u } { \partial x } \ approx \frac { u_i-1 } { \Delta x } $
Second partial derivative: frac { \partial x ≡2} \ approx } frac { u_ { i+1} -2u_i+u_ { i-1} { (\Delta x) ≡2} $
Two-dimensional case: lateral partial derivative: frac { \partial u } { \partial x } \ approx \frac { u_ { i, j } -u_ { i-1, j } } { \Delta x } $
Longitudinal partial derivative: frac { \partial u } { \partial y } \ approx \frac { u_ { i, j } -u_ { i, j-1} { \Delta y } $
Second order lateral partial derivative: frac { \partial x ≡2} { \ approx ++u_ { i+1, j } -2u_ { i, j } +u_ { i-1, j } { (\Delta x) ≡2} $
Second order longitudinal partial derivative: frac { fraction 2u } { \fraction y 2} \ approx \frac { u_ { i, j+1} -2u_ { i, j } +u_ { i, j-1} { (\Delta y)/(2 } $)
In the above, u_i represents the function value at grid point $ (i, j) $, and $\delta x$ and $\delta $ respectively represent the lateral and longitudinal pitches of the grid, and the differential format approximates the values of the partial derivative and the second partial derivative by using the difference of the function values at adjacent grid points, so that the continuous differential operation is converted into a discrete differential operation, and by selecting the differential format and the grid resolution, a numerical solution satisfying the required accuracy can be obtained.
Example 3
As shown in fig. 1 and fig. 3, the simulation execution module includes a boundary processing module, a control module and a numerical calculation module, wherein the simulation execution module specifically includes;
The simulation execution module is respectively connected with the control module and the boundary processing module, the user terminal is connected with the simulation execution module, a simulation instruction is issued for the simulation execution module through the user terminal, the simulation execution module calls two models from the model building module, and numerical calculation is carried out by a finite difference method;
The boundary processing module is used for calibrating interaction between the cofferdam and surrounding environment parameters and updating boundary conditions in real time;
The control module performs simulation calculation in each time step through the time step designated by the user;
The numerical calculation module takes a finite difference method as a numerical calculation method, solves a model equation to obtain a simulation result in a time step, and transmits the result to the result analysis module after the numerical calculation module obtains the result;
The result analysis module comprises an analysis processing module, and specifically comprises the following steps:
The result analysis module is connected with the numerical calculation module, and is used for carrying out data processing and analysis by taking the simulation result as a reference;
The analysis processing module is connected with the result analysis module, extracts key data and indexes through the result analysis module, and performs analysis and calculation by taking the data as a reference, so as to specifically calculate the integral change trend of the result;
the visualization module comprises a display component, and specifically comprises;
The visualization module is connected with the analysis processing module and the user side, the visualization module realizes visualization by receiving data at the analysis processing module and drawing the data through a waveform chart, the simulation result is intuitively displayed to the user side, the user can directly check the result through the user side so as to help the user side to understand the effect of cofferdam plugging, the visualization module can also convey the chart to the display assembly, and the display assembly can directly provide visual mapping for the chart.
Example 4
As shown in fig. 1 and fig. 5, the data storage module includes a data screening module and a summarizing module, and specifically includes;
The data screening module is respectively connected with the simulation execution module, the model building module, the parameter configuration module, the result analysis module and the environment data collection module, and is in data intercommunication with the summarization module, the data screening module is used for collecting simulation data, model data, configuration parameters, analysis result data and environment original data, after collecting each data, the data screening module carries out different classification treatment according to different conveying ports, before the classification treatment, the data screening module carries out pre-screening on the data, after the pre-screening is finished, the data is re-screened, and the obtained classified data is conveyed to the summarization module after the re-screening;
the summarizing module is used for summarizing the corresponding data obtained from the data screening module, wherein the summarizing process specifically comprises summarizing the model and the simulation result, summarizing the environment data and the parameters, and transmitting the obtained data to the output storage module by the summarizing module after the summarizing is finished;
the data storage module is used for storing summarized data and classified data and sending the summarized data and the classified data to the data backup module, and the data backup module is used for backing up the data based on the sent data so as to ensure the safety of the data;
The user terminal is connected with the parameter configuration module, the result analysis module, the visualization module and the simulation execution module and specifically comprises;
the user side is used for regulating and controlling the simulation execution module in the simulation process, the user side starts, pauses and stops the simulation execution module through the simulation control interface, and meanwhile, the user side can also regulate and control the simulation specific speed;
The user side is used for conveying specific parameters for the parameter configuration module, the user side inputs cofferdam and environment parameters through a parameter input interface, and meanwhile, the user can perform parameter verification and error processing through the user side;
The user side is used for viewing the specific result of the result analysis module, the user side displays the simulation result and analysis data through the result display interface, and the user can interactively view the simulation result and the analysis data through the user side.
The data screening module performs data pre-screening, and the working principle is that a feature selection algorithm is used, wherein feature selection aims at selecting the most relevant or most representative features from original data so as to reduce dimensionality and improve model performance.
The following will be exemplified by the formula, and the objective function of LASSO regression can be expressed as:
minimize:(1/(2*N))*||y-Xw||^2+alpha*||w||_1
Where y is the target variable, X is the feature matrix, w is the regression coefficient, N is the number of samples, and alpha is the regularization parameter.
The main characteristic of LASSO regression is that the regression coefficient of part of the features can be changed to zero by adding an L1 regularization term to the objective function, so that the selection of the features is realized. The characteristics enable LASSO regression to perform well in a high-dimensional data set, and the most relevant characteristics can be automatically selected, so that the characteristics with smaller contribution to the model are eliminated, and the complexity of the model and the risk of overfitting are reduced.
The solution of LASSO regression may use methods such as coordinate descent, least Angle Regression (LARS), etc., which can effectively find the optimal solution of LASSO regression.
Working principle:
As shown in fig. 1,2, 3, 4, 5, 6, 7 and 8, the present invention is prior to use:
Firstly, environmental data collection processing is needed through an environmental data collection module, water level data and pressure data are monitored in real time through a plurality of sensors, monitoring results are transmitted to a data processing module through a sensor interface, the data processing module corrects original data to ensure the accuracy of the data, after the correction processing is finished, the data processing module transmits the data to a data temporary storage module, the module receives the corrected data and temporarily stores the corrected data, and the data temporary storage module is connected with a parameter configuration module, so that the parameter configuration can mobilize the temporary storage data;
The invention is used when in use:
The method comprises the steps that corresponding parameters are input through a user side serving as a parameter configuration module, multiple parameters are simultaneously sent to a model establishment module, the model establishment module establishes mathematical and physical models based on the parameters and sends the mathematical and physical models to a simulation execution module, meanwhile, simulation calculation is carried out through a preset numerical calculation method, the simulation execution module calls two models from the model establishment module and carries out numerical calculation through the preset numerical calculation method, in the process, a user can regulate and control the parameters by using the user side, after the numerical calculation module obtains a result, the result is sent to a result analysis module, then, a simulation result obtained through the numerical calculation module carries out data processing and analysis based on the simulation result, an analysis processing module extracts key data and indexes from the result analysis module and carries out analysis calculation based on the data, the overall change trend of the concrete calculation result is achieved through receiving the data at the analysis processing module, the data is visualized through a mode of drawing a waveform diagram, the simulation result is intuitively displayed to the user side, the user can directly check the result through the user side, the user can understand the result, the visual cofferdam is directly displayed by the visual transfer module, and the visual cofferdam is directly mapped to the visual transfer module, and the visual image is directly provided to the visual image display module.
In the process of the operation, the data storage module stores various data, the data screening module is used for collecting simulation data, model data, configuration parameters, analysis result data and environment original data, after collecting the data, the data screening module carries out different classification processing according to different conveying ports, before the classification processing, the data screening module carries out pre-screening on the data, after the pre-screening is finished, the data is re-screened, the obtained classified data is conveyed to the summarizing module, the summarizing module carries out summarizing processing on the data after obtaining corresponding data from the data screening module, the summarizing processing specifically comprises summarizing of the model and the simulation result, the environment data and the parameters, after summarizing is finished, the summarizing module conveys the obtained data to the output storage module, the data storage module stores the summarized data and the classified data, and meanwhile, the data is sent to the data backup module, and the data backup module carries out backup by taking the sent data as a reference so as to ensure the safety of the data.
In the above operation content, the user can regulate and control through the user end, which is characterized in that the user can start, pause and stop the simulation execution module through the simulation control interface, and at the same time, the user can regulate and control the simulation specific speed; the user can also input cofferdam and environment parameters through the parameter input interface, and meanwhile, the user can verify the parameters and process errors through the user side.
The foregoing detailed description has set forth various embodiments of a basement pressurized water gushing steel casing cofferdam plugging simulation system using block diagrams, flowcharts and/or examples. Where such block diagrams, flowcharts, and/or examples contain one or more functions and/or operations, it will be understood by those within the art that each function and/or operation within such block diagrams, flowcharts, or examples can be implemented, individually and/or collectively, by a wide range of hardware, software, firmware, or virtually any combination thereof. In one embodiment, portions of the subject matter of embodiments of the present invention can be implemented by an Application Specific Integrated Circuit (ASIC), a Field Programmable Gate Array (FPGA), a Digital Signal Processor (DSP), or other integrated format. However, those skilled in the art will recognize that some aspects of the embodiments disclosed herein, in whole or in part, can be equivalently implemented in integrated circuits, as one or more computer programs running on one or more computers (e.g., as one or more programs running on one or more computer systems), as one or more programs running on one or more processors (e.g., as one or more programs running on one or more microprocessors), as firmware, or as virtually any combination thereof, and that designing the circuitry and/or writing the software and/or firmware code therefor would be well within the skill of one of skill in the art in light of this disclosure. Moreover, those skilled in the art will appreciate that the mechanisms of the disclosed subject matter are capable of being distributed as a program product in a variety of forms, and that an exemplary embodiment of the disclosed subject matter applies regardless of the particular type of signal bearing media used to actually carry out the distribution. Examples of signal bearing media include, but are not limited to: recordable media such as floppy disks, hard disk drives, compact Discs (CDs), digital Versatile Discs (DVDs), digital magnetic tapes, computer memory, and the like; and transmission media such as digital and/or analog communications media (e.g., fiber optic cables, waveguides, wired communications links, wireless communications links, etc.).
While the invention has been described with reference to several exemplary embodiments, it is understood that the terminology used is intended to be in the nature of words of description and illustration, rather than of limitation. As the present invention may be embodied in several forms without departing from the spirit or essential characteristics thereof, it should also be understood that the above-described embodiments are not limited by any of the details of the foregoing description, but rather should be construed broadly within its spirit and scope as defined in the appended claims, and therefore all changes and modifications that fall within the meets and bounds of the claims, or equivalences of such meets and bounds are therefore intended to be embraced by the appended claims.

Claims (9)

1. Basement confined water gushes water steel casing cofferdam shutoff analog system, its characterized in that includes following module:
the environment data collection module is used for collecting and processing environment data;
the parameter configuration module is used for configuring various parameters by taking the data collected by the environment as a reference;
the model building module is used for building physical and mathematical models by taking parameters as references;
The simulation execution module is used for calculating a simulation plugging result by taking the model as a reference and outputting the simulation plugging result;
The result analysis module is used for analyzing the simulation result and outputting the simulation result by taking the result as a reference;
The visualization module is used for providing a visual mapping based on the analysis content;
The data storage module is used for storing various data;
the data backup module is used for providing backup for each item of data;
And the user end is used for regulating and controlling various modules.
2. The basement pressurized water gushing steel sleeve cofferdam plugging simulation system according to claim 1, wherein the environment collection module comprises at least one environment sensor, a data processing module and a data temporary storage module, and specifically comprises the following components;
The environment sensor is provided with a sensor interface which is connected with the data processing module, and the environment sensor collects environment data including water level data and pressure data;
The data processing module is connected with the sensor interface, receives data obtained by the sensor in real time, corrects the original data, ensures the accuracy of the data, and transmits the data to the data temporary storage module after the correction is finished;
The data temporary storage module is used for receiving the corrected data and temporarily storing the data for subsequent parameter configuration.
3. The basement pressurized water gushing steel sleeve cofferdam plugging simulation system according to claim 1, wherein the parameter configuration module is respectively connected with a user side, a data temporary storage module and a model building module, corresponding parameters are input for the parameter configuration module through the user side, and multiple parameters are simultaneously sent to the model building module;
Wherein the parameters include geometry of the input cofferdam, material properties, cofferdam and ambient parameters.
4. The system for simulating plugging of the steel sleeve cofferdam for the pressurized water of the basement according to claim 1, wherein the model building module is connected with the simulation execution module and the parameter configuration module, and after a plurality of parameters are obtained through the parameter configuration module, the model building module starts to build mathematical and physical models and sends the mathematical and physical models to the simulation execution module;
The method comprises the steps of establishing a physical model based on a physical principle of cofferdam plugging, and establishing a mathematical model, wherein the mathematical model specifically comprises a model in the aspects of water flow power and soil mechanics, and after the establishment is completed, the simulation calculation is still required to be carried out based on a numerical calculation method, and the numerical calculation method adopts a finite difference method in consideration of the interaction between fluid and solid.
5. The system for simulating plugging of the steel sleeve cofferdam for the pressurized water of the basement according to claim 1 is characterized by comprising a simulation execution module, a control module and a numerical calculation module, wherein the simulation execution module comprises a boundary processing module, a control module and a numerical calculation module;
The simulation execution module is respectively connected with the control module and the boundary processing module, the user side is connected with the simulation execution module, a simulation instruction is issued for the simulation execution module through the user side, and the simulation execution module calls two models from the model building module and carries out numerical calculation by a finite difference method;
The boundary processing module is used for calibrating interaction between the cofferdam and surrounding environment parameters and updating boundary conditions in real time;
The control module performs simulation calculation in each time step through the time step designated by the user;
The numerical calculation module solves the model equation by taking a finite difference method as a numerical calculation method to obtain a simulation result in a time step, and the numerical calculation module transmits the result to the result analysis module after obtaining the result.
6. The basement pressurized water gushing steel sleeve cofferdam plugging simulation system according to claim 1, wherein the result analysis module comprises an analysis processing module, and specifically comprises the following steps:
The result analysis module is connected with the numerical calculation module, is used for obtaining a simulation result through the numerical calculation module, and is used for carrying out data processing and analysis by taking the simulation result as a reference;
the analysis processing module is connected with the result analysis module, extracts key data and indexes through the result analysis module, analyzes and calculates the data as a reference, and specifically calculates the integral change trend of the result.
7. The basement pressurized water gushing steel sleeve cofferdam plugging simulation system according to claim 1, wherein the visualization module comprises a display assembly, and specifically comprises;
The visualization module is connected with the analysis processing module and the user side, the visualization module realizes visualization by receiving data at the analysis processing module and drawing the data through a waveform chart, the simulation result is intuitively displayed to the user side, the user can directly check the result through the user side to help the user side to understand the cofferdam blocking effect, the visualization module can also convey the chart to the display assembly, and the display assembly can directly provide visual mapping for the chart.
8. The basement pressurized water gushing steel sleeve cofferdam plugging simulation system according to claim 1, wherein the data storage module comprises a data screening module and a summarizing module, and specifically comprises;
The data screening module is respectively connected with the simulation execution module, the model building module, the parameter configuration module, the result analysis module and the environment data collection module and is in data intercommunication with the summarization module, the data screening module is used for collecting simulation data, model data, configuration parameters, analysis result data and environment original data, after collecting each data, the data screening module carries out different classification treatment according to different conveying ports, before the classification treatment, the data screening module carries out pre-screening on the data, after the pre-screening is finished, the data is re-screened, and the obtained classified data is conveyed to the summarization module after the re-screening;
the data collecting module is used for collecting corresponding data obtained from the data screening module, the data collecting module is used for collecting the data, the collecting process specifically comprises collecting model and simulation results, collecting environment data and parameters, and after collecting, the collecting module is used for conveying the obtained data to the output storage module;
The data storage module is used for storing summarized data and classified data and sending the summarized data and the classified data to the data backup module, and the data backup module is used for backing up the data based on the sent data so as to ensure the safety of the data.
9. The basement pressurized water gushing steel sleeve cofferdam plugging simulation system according to claim 1, wherein the user side is connected with a parameter configuration module, a result analysis module, a visualization module and a simulation execution module, and specifically comprises the following components;
The user side is used for regulating and controlling the simulation execution module in the simulation process, the user side starts, pauses and stops the simulation execution module through the simulation control interface, and meanwhile, the user side can also regulate and control the simulation specific speed;
The user side is used for conveying specific parameters for the parameter configuration module, the user side inputs cofferdam and environment parameters through a parameter input interface, and meanwhile, a user can perform parameter verification and error processing through the user side;
The user side is used for viewing the specific result of the result analysis module, the user side displays the simulation result and analysis data through the result display interface, and the user can interactively view the simulation result and the analysis data through the user side.
CN202410171358.4A 2024-02-07 2024-02-07 Basement confined water gushes water steel sleeve cofferdam shutoff analog system Pending CN118013627A (en)

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