CN116519055A - An intelligent early warning method for pipeline blockage of mud-water shield mud-water circulation system - Google Patents
An intelligent early warning method for pipeline blockage of mud-water shield mud-water circulation system Download PDFInfo
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Abstract
本发明公开了一种泥水盾构泥水循环系统管路堵塞智能预警方法,其步骤为:首先,使用检测装置对管道内流场状态和颗粒的运动轨迹进行检测,并利用耦合仿真计算模型性能参数,与检测装置检测的结果共同构建训练数据集。其次,构建代理模型并将训练样本集代入代理模型进行训练,训练过程中使用优化算法对代理模型权值阈值进行优化,对模型精度进行评价,满足精度要求后保存模型并进行预测,控制系统根据预测结果进行调整并预警,以达到泥水循环系统管路智能预警的效果,提高掘进效率。
The invention discloses an intelligent pre-warning method for pipeline blockage of a mud-water shield mud-water circulation system. The steps are as follows: firstly, using a detection device to detect the state of the flow field in the pipeline and the movement trajectory of particles, and using coupling simulation to calculate model performance parameters , together with the detection results of the detection device to construct a training data set. Secondly, construct the proxy model and substitute the training sample set into the proxy model for training. During the training process, the optimization algorithm is used to optimize the weight threshold of the proxy model, and the accuracy of the model is evaluated. After meeting the accuracy requirements, the model is saved and predicted. The control system according to The prediction results are adjusted and given an early warning, so as to achieve the effect of intelligent early warning of the mud-water circulation system pipeline and improve the excavation efficiency.
Description
技术领域technical field
本发明属于泥水盾构智能监测技术领域,具体涉及一种泥水盾构泥水循环系统管路堵塞智能预警方法。The invention belongs to the technical field of mud-water shield intelligent monitoring, and in particular relates to an intelligent pre-warning method for pipeline blockage in a mud-water circulation system of a mud-water shield.
背景技术Background technique
随着城市化进程的加速和交通基础设施建设的不断扩大,泥水盾构也得到了广泛应用,其中泥水循环系统作为泥水平衡盾构机的重要组成部分,采取管道输送的方式将泥土颗粒传输出去,从而实现泥水循环使用,泥水循环系统的配置决定了盾构机的施工效率,其工作稳定性对盾构高效掘进和安全施工具有重要意义。With the acceleration of urbanization and the continuous expansion of transportation infrastructure construction, mud-water shields have also been widely used. Among them, the mud-water circulation system is an important part of the mud-water balance shield machine, and the mud particles are transported out by pipeline transportation. , so as to realize the recycling of mud and water. The configuration of the mud and water circulation system determines the construction efficiency of the shield machine, and its working stability is of great significance to the efficient tunneling and safe construction of the shield.
由于泥浆中携带有砾石、卵石等不同成分的固体颗粒,泥水环流系统极易出现管道内颗粒堆积进而发生管道堵塞问题。一旦出现管道堵塞,将会对泥水循环系统产生严重影响,进而可能导致管道压力过高、造成爆管等后果,以致造成盾构掘进工作非正常停机,最终造成施工效率降低和成本增加。目前存在的管道堵塞检测方法中,基于检测设备检测管道的检测方法具有较高的效率,但使用成本较高,所以怎样实现对泥水盾构泥水循环系统管路堵塞智能预警的方法,可以实时监测泥水循环系统的运行情况,及时采取相应的调整措施,对降低能耗、提高掘进效率具有重大意义。Since the mud carries solid particles of different components such as gravel and pebbles, the mud-water circulation system is prone to the accumulation of particles in the pipeline and the problem of pipeline blockage. Once the pipeline is clogged, it will have a serious impact on the mud-water circulation system, which may lead to excessive pressure in the pipeline, pipe burst and other consequences, resulting in abnormal shutdown of the shield tunneling work, which will eventually reduce construction efficiency and increase costs. Among the currently existing pipeline blockage detection methods, the detection method based on detection equipment to detect pipelines has high efficiency, but the use cost is relatively high. Therefore, how to realize the intelligent early warning method for pipeline blockage in the mud-water shield mud-water circulation system can be monitored in real time It is of great significance to reduce energy consumption and improve tunneling efficiency by timely taking corresponding adjustment measures according to the operation status of the slurry circulation system.
发明内容Contents of the invention
针对泥水循环管路施工情况复杂,管路极易发生颗粒堵塞这一问题,本发明提供一种原理科学、易于操作、智能化程度高、运行成本低的泥水盾构泥水循环系统管路堵塞智能预警方法。Aiming at the problem that the construction of mud-water circulation pipelines is complicated and the pipelines are prone to particle clogging, the present invention provides a mud-water shield mud-water circulation system pipeline clogging intelligence with scientific principle, easy operation, high degree of intelligence, and low operating cost. Early warning method.
为解决上述技术问题,本发明采用如下技术方案:一种泥水盾构泥水循环系统管路堵塞智能预警方法,包括以下步骤,In order to solve the above-mentioned technical problems, the present invention adopts the following technical scheme: an intelligent early warning method for pipeline blockage of mud-water shield mud-water circulation system, comprising the following steps,
S1使用检测装置对管道内流场状态和颗粒的运动轨迹进行检测,并将检测结果显示在可视化界面上;S1 uses the detection device to detect the state of the flow field in the pipeline and the trajectory of the particles, and displays the detection results on the visual interface;
S2根据检测装置收集的真实工况下泥水盾构泥水循环系统运行参数信息进行多物理场仿真计算,将多物理场仿真计算结果整合构建数据集合;S2 Carry out multi-physics simulation calculation according to the operating parameter information of the mud-water shield mud-water circulation system under real working conditions collected by the detection device, and integrate the multi-physics simulation calculation results to build a data set;
S3将形成训练样本集合代入代理模型进行训练,训练完成后,进行测试并使用验证样本集对测试结果进行验证,对代理模型的预测的精度进行评价;若精度满足要求后,对颗粒的运动状态预测并输出预测结果;如果精度不满足要求,使用优化算法对权值进行优化,重新进行预测,直到满足要求后保存网络后输出预测结果;S3 will form a training sample set and substitute it into the proxy model for training. After the training is completed, test and use the verification sample set to verify the test results, and evaluate the prediction accuracy of the proxy model; if the accuracy meets the requirements, the motion state of the particle Predict and output the prediction results; if the accuracy does not meet the requirements, use the optimization algorithm to optimize the weights, and re-predict until the requirements are met, save the network and output the prediction results;
S4将预测的结果传入控制系统,控制系统根据预测结果进行判断并调整处理,从而达到对泥水盾构泥水循环系统管路的实时监控。S4 transmits the predicted results to the control system, and the control system judges and adjusts the processing according to the predicted results, so as to achieve real-time monitoring of the pipelines of the mud-water circulation system of the mud-water shield.
进一步的,所述的检测装置为X线束、γ射线或超声波,使用检测装置对管道内流场状态进行检测,以超声波检测为例,检测装置安装在进浆管路入口处,检测颗粒的运动状态、速度、大小、数量等参数,以及电磁流量计对管道内流速进行测量,具体检测步骤如下:Further, the detection device is X-ray beam, γ-ray or ultrasonic, and the detection device is used to detect the state of the flow field in the pipeline. Taking ultrasonic detection as an example, the detection device is installed at the entrance of the slurry feeding pipeline to detect the movement of particles State, speed, size, quantity and other parameters, as well as the electromagnetic flowmeter to measure the flow velocity in the pipeline, the specific detection steps are as follows:
S1.1超声波换能器安装在管道一侧,超声波驱动电路激励超声波换能器产生超声波,超声波进入流体;S1.1 The ultrasonic transducer is installed on one side of the pipeline, the ultrasonic driving circuit excites the ultrasonic transducer to generate ultrasonic waves, and the ultrasonic waves enter the fluid;
S1.2回波信号接受电路完成超声波回波反射信号的处理,包括信号隔离、放大、滤波、幅值调节;S1.2 The echo signal receiving circuit completes the processing of the ultrasonic echo reflection signal, including signal isolation, amplification, filtering, and amplitude adjustment;
S1.3采用脉冲折射法检测管道内颗粒状态,假设超声波在物体中的传播速度为v,从发射到遇到颗粒反射回来的时间为t,则颗粒的声程l为:S1.3 Use the pulse refraction method to detect the state of the particles in the pipeline. Assuming that the propagation speed of the ultrasonic wave in the object is v, and the time from emission to the reflection of the particles is t, the sound path l of the particles is:
接收的信号在显示屏上以脉冲的方式显示,根据显示屏中的幅值和时间来判断颗粒的位置,颗粒的数量可以直接由颗粒反射的脉冲波数量来确定,分别采取t0和t1时刻颗粒的分布位置,计算颗粒速度,并将检测结果显示在可视化界面上;The received signal is displayed in the form of pulses on the display screen, and the position of the particles is judged according to the amplitude and time in the display screen. The number of particles can be directly determined by the number of pulse waves reflected by the particles, and t 0 and t 1 are used respectively Calculate the distribution position of the particles at all times, calculate the particle velocity, and display the detection results on the visual interface;
S1.4在管道上安装电磁流量计、压力传感器、密度传感器和黏度传感器,分别用于测量管道内流速、压力、密度、粘度;S1.4 Install an electromagnetic flowmeter, a pressure sensor, a density sensor and a viscosity sensor on the pipeline to measure the flow velocity, pressure, density and viscosity in the pipeline respectively;
S1.5将检测结果显示在可视化界面上。S1.5 displays the detection results on the visual interface.
进一步的,步骤S2的具体步骤为:Further, the specific steps of step S2 are:
S2.1通过Creo建模软件根据管道形状建立计算模型;S2.1 Establish a calculation model according to the shape of the pipeline through Creo modeling software;
S2.2把计算模型导入ICEM软件网格划分软件,对所建立的计算模型进行网格划分,检查网格质量,质量满足要求后导出.mesh网格文件;S2.2 Import the calculation model into the ICEM software grid division software, perform grid division on the established calculation model, check the quality of the grid, and export the .mesh grid file after the quality meets the requirements;
S2.3将.mesh网格文件导入EDEM软件,根据收集的颗粒运动状态参数进行颗粒运动模型参数设置;S2.3 Import the .mesh grid file into the EDEM software, and set the parameters of the particle motion model according to the collected particle motion state parameters;
S2.4再将.mesh网格文件导入Fluent软件,结合实际工况对仿真的计算模型的边界条件等进行设置;通过迭代,计算流体和颗粒之间的动量和能量交换,并将所计算的数据传入EDEM中;S2.4 Import the .mesh grid file into the Fluent software, and set the boundary conditions of the simulation calculation model in combination with the actual working conditions; through iteration, calculate the momentum and energy exchange between the fluid and the particles, and convert the calculated The data is passed into EDEM;
S2.5在EDEM软件中,根据Fluent软件所计算的流场信息,计算颗粒的速度以及位置信息,并将计算结果传入Fluent进行下一步计算;S2.5 In the EDEM software, according to the flow field information calculated by the Fluent software, calculate the velocity and position information of the particles, and transfer the calculation results to Fluent for the next step of calculation;
S2.6重复上述耦合计算过程,直到颗粒运动状态趋近稳定,根据仿真结果,得到管道的携渣效率、颗粒堆积等性能参数;S2.6 Repeat the above-mentioned coupling calculation process until the particle motion state tends to be stable. According to the simulation results, the performance parameters such as the slag-carrying efficiency and particle accumulation of the pipeline are obtained;
S2.7将监测的样本点形成样本点集合,可以表示为{X1,X2,X3,X4,X5,X6}其中X1表示颗粒的速度,X2表示为颗粒的大小,X3表示为颗粒的规模,X4表示为流体的速度,X5和X6分别泥浆的黏度和密度。S2.7 Form the monitored sample points into a set of sample points, which can be expressed as {X 1 , X 2 , X 3 , X 4 , X 5 , X 6 } where X 1 represents the velocity of the particle, and X 2 represents the size of the particle , X3 represents the size of the particle, X4 represents the velocity of the fluid, X5 and X6 represent the viscosity and density of the mud, respectively.
进一步的,步骤S3中使用代理模型对颗粒运动状态进行预测,并使用优化算法对预测的结果进行优化,以采用BP神经网络为例,将这些样本点集合作为神经网络的输入因子,具体实施步骤如下:Further, in step S3, the proxy model is used to predict the state of particle motion, and an optimization algorithm is used to optimize the predicted results. Taking the BP neural network as an example, these sample point sets are used as the input factors of the neural network. The specific implementation steps as follows:
S3.1根据Kolmogrov定理,一个具有n个输入单元2n+1个中间单元和m个输出单元的3层神经网络可以精准的表示出任何映射,并且可以使得中间层的容量和训练时间相协调;基于BP神经网络对管道堵塞预测的结构分为3层,6个输入层13个隐藏层,3个输出层,称为6-13-3的网络结构;S3.1 According to the Kolmogrov theorem, a 3-layer neural network with n input units 2n+1 intermediate units and m output units can accurately represent any mapping, and can coordinate the capacity of the intermediate layer with the training time; The structure of pipeline blockage prediction based on BP neural network is divided into 3 layers, 6 input layers, 13 hidden layers, and 3 output layers, which is called 6-13-3 network structure;
S3.2选取的样本点大小之间会有差异,为了避免较小数据被较大数据淹没,需要进行归一化处理,将数据归一化到0~1,归一化公式为:S3.2 There will be differences in the size of the sample points selected. In order to avoid the smaller data being submerged by the larger data, normalization processing is required to normalize the data to 0~1. The normalization formula is:
式中:X为输入因子,Xmin为数据的最小值,Xmax为数据的最大值;In the formula: X is the input factor, X min is the minimum value of the data, and X max is the maximum value of the data;
S3.3根据处理完的训练数据集合,随机抽取200的数据样本数据集,组成的200个样本数据集作为BP神经网络的输入节点,耦合仿真的结果作为训练集样本集输出对神经网络进行训练;随机抽取40组样本作为测试集,测试并使用验证集对测试结果进行验证;S3.3 According to the processed training data set, 200 data sample data sets are randomly selected, and the formed 200 sample data sets are used as the input nodes of the BP neural network, and the results of coupling simulation are output as the training set sample set to train the neural network ; Randomly select 40 groups of samples as the test set, test and use the verification set to verify the test results;
S3.4对神经网络预测的模型精度进行评价:S3.4 Evaluate the model accuracy of neural network prediction:
S3.5采用GA遗传算法进行优化权值和阈值,种群中的每一个个体都包括了一个权值和阈值,个体通过适应度函数计算适应度,GA遗传算法通过选择、交叉和变异操作找到最优适用度对应的个体,BP神经网络对遗传算法优化权值和阈值进行重新预测;训练收敛后对预测样本进行泥水管道颗粒平均流速和总颗粒数量预测。S3.5 Use the GA genetic algorithm to optimize the weight and threshold. Each individual in the population includes a weight and threshold. The individual calculates the fitness through the fitness function. The GA genetic algorithm finds the most For the individual corresponding to the optimal applicability, the BP neural network re-predicts the weights and thresholds optimized by the genetic algorithm; after the training converges, the average flow velocity and total particle number of the slurry pipeline particles are predicted for the predicted samples.
进一步的,步骤S4中控制系统根据预测结果进行判断并调整处理具体为:如果预测可能会发生堵塞,发出信号预警并控制盾构前端装置进行调整,避免发生堵塞情况;调整完成后继续进行检测;若预测不会发生堵塞,则继续进行下一时刻检测;Further, in step S4, the control system judges and adjusts according to the prediction result, specifically: if the prediction may cause blockage, send a signal warning and control the front-end device of the shield machine to adjust to avoid blockage; continue to detect after the adjustment is completed; If it is predicted that no blockage will occur, continue to detect at the next moment;
调整处理的具体措施如下:The specific measures for adjustment and treatment are as follows:
S4.1配置合适的优质泥浆,调整地面泥浆的存储空间,调整泥浆的粘度;配置泡沫膨润土注入泥水盾构泥水循环系统以改善渣土流塑性;S4.1 Configure suitable high-quality mud, adjust the storage space of the ground mud, and adjust the viscosity of the mud; configure foam bentonite and inject it into the mud-water circulation system of the mud-water shield to improve the flow plasticity of the muck;
S4.2调整泥浆的配比和流量,保持泥浆的适宜性能;对泥浆进行检测和处理,去除杂质和沉淀物,保持泥浆的清洁度;检查并维修泥浆回收系统中的设备和管路,确保其正常运行。S4.2 Adjust the ratio and flow rate of the mud to maintain the proper performance of the mud; detect and treat the mud to remove impurities and sediments and maintain the cleanliness of the mud; check and maintain the equipment and pipelines in the mud recovery system to ensure It's working fine.
采用上述技术方案,本发明主要的有益效果如下:Adopt above-mentioned technical scheme, main beneficial effect of the present invention is as follows:
本方法利用各种工况下真实数据进行多物理场仿真计算,使用仿真计算的结果对管路代理模型进行训练和预测,采用优化算法对预测结果进行优化,进而提高预测精度。通过控制系统对预测结果进行判断,是否进行报警,从而实现对泥水盾构泥水循环系统管路堵塞的实时监测。与传统基于检测设备检测管道的检测方法相比,该方法能够高效检测泥水盾构泥水环流系统管道内颗粒运动情况,进行实时监测,降低监测维护成本,提高施工效率。This method uses real data under various working conditions to perform multi-physics simulation calculations, uses simulation calculation results to train and predict pipeline proxy models, and uses optimization algorithms to optimize prediction results, thereby improving prediction accuracy. The control system judges the prediction results and whether to alarm, so as to realize the real-time monitoring of the blockage of the mud-water circulation system of the mud-water shield. Compared with the traditional detection method based on detection equipment to detect pipelines, this method can efficiently detect the movement of particles in the pipeline of the mud-water shield mud-water circulation system, perform real-time monitoring, reduce monitoring and maintenance costs, and improve construction efficiency.
附图说明Description of drawings
图1为本发明的整体流程图;Fig. 1 is the overall flowchart of the present invention;
图2为利用脉冲反射法测量管道流场状态示意图;Figure 2 is a schematic diagram of measuring the state of the pipeline flow field using the pulse reflection method;
图3为本发明的耦合仿真流程图;Fig. 3 is the coupling simulation flowchart of the present invention;
图4为本发明的神经网络预测流程图。Fig. 4 is a flow chart of neural network prediction in the present invention.
具体实施方式Detailed ways
如图1所示,一种泥水盾构泥水循环系统管路堵塞智能预警方法,包括以下步骤:As shown in Figure 1, an intelligent pre-warning method for pipeline blockage of a mud-water shield mud-water circulation system includes the following steps:
S1使用检测装置对管道内流场状态和颗粒的运动轨迹进行检测,并将检测结果显示在可视化界面上;S1 uses the detection device to detect the state of the flow field in the pipeline and the trajectory of the particles, and displays the detection results on the visual interface;
S2根据检测装置收集的真实工况下泥水盾构泥水循环系统运行参数信息进行多物理场仿真计算,将多物理场仿真计算结果整合构建数据集合;S2 Carry out multi-physics simulation calculation according to the operating parameter information of the mud-water shield mud-water circulation system under real working conditions collected by the detection device, and integrate the multi-physics simulation calculation results to build a data set;
S3将形成训练样本集合代入代理模型进行训练,训练完成后,进行测试并使用验证样本集对测试结果进行验证,对代理模型的预测的精度进行评价;若精度满足要求后,对颗粒的运动状态预测并输出预测结果;如果精度不满足要求,使用优化算法对权值进行优化,重新进行预测,直到满足要求后保存网络后输出预测结果;S3 will form a training sample set and substitute it into the proxy model for training. After the training is completed, test and use the verification sample set to verify the test results, and evaluate the prediction accuracy of the proxy model; if the accuracy meets the requirements, the motion state of the particle Predict and output the prediction results; if the accuracy does not meet the requirements, use the optimization algorithm to optimize the weights, and re-predict until the requirements are met, save the network and output the prediction results;
S4将预测的结果传入控制系统,控制系统根据预测结果进行判断并调整处理,从而达到对泥水盾构泥水循环系统管路的实时监控。S4 transmits the predicted results to the control system, and the control system judges and adjusts the processing according to the predicted results, so as to achieve real-time monitoring of the pipelines of the mud-water circulation system of the mud-water shield.
所述的检测装置为X线束、γ射线或超声波,使用检测装置对管道内流场状态进行检测,如图2所示,以超声波检测为例,检测装置安装在进浆管路入口处,检测颗粒的运动状态、速度、大小、数量等参数,以及电磁流量计对管道内流速进行测量,具体检测步骤如下:The detection device is X-ray beam, gamma ray or ultrasonic, and the detection device is used to detect the state of the flow field in the pipeline, as shown in Figure 2, taking ultrasonic detection as an example, the detection device is installed at the entrance of the slurry feeding pipeline, and the detection The movement state, speed, size, quantity and other parameters of the particles, as well as the electromagnetic flowmeter to measure the flow velocity in the pipeline, the specific detection steps are as follows:
S1.1超声波换能器安装在管道一侧,超声波驱动电路激励超声波换能器产生超声波,超声波进入流体;S1.1 The ultrasonic transducer is installed on one side of the pipeline, the ultrasonic driving circuit excites the ultrasonic transducer to generate ultrasonic waves, and the ultrasonic waves enter the fluid;
S1.2回波信号接受电路完成超声波回波反射信号的处理,包括信号隔离、放大、滤波、幅值调节;S1.2 The echo signal receiving circuit completes the processing of the ultrasonic echo reflection signal, including signal isolation, amplification, filtering, and amplitude adjustment;
S1.3采用脉冲折射法检测管道内颗粒状态,假设超声波在物体中的传播速度为v,从发射到遇到颗粒反射回来的时间为t,则颗粒的声程l为:S1.3 Use the pulse refraction method to detect the state of the particles in the pipeline. Assuming that the propagation speed of the ultrasonic wave in the object is v, and the time from emission to the reflection of the particles is t, the sound path l of the particles is:
接收的信号在显示屏上以脉冲的方式显示,根据显示屏中的幅值和时间来判断颗粒的位置,颗粒的数量可以直接由颗粒反射的脉冲波数量来确定,分别采取t0和t1时刻颗粒的分布位置,计算颗粒速度,并将检测结果显示在可视化界面上;The received signal is displayed in the form of pulses on the display screen, and the position of the particles is judged according to the amplitude and time in the display screen. The number of particles can be directly determined by the number of pulse waves reflected by the particles, and t 0 and t 1 are used respectively Calculate the distribution position of the particles at all times, calculate the particle velocity, and display the detection results on the visual interface;
S1.4在管道上安装电磁流量计、压力传感器、密度传感器和黏度传感器,分别用于测量管道内流速、压力、密度、粘度;S1.4 Install an electromagnetic flowmeter, a pressure sensor, a density sensor and a viscosity sensor on the pipeline to measure the flow velocity, pressure, density and viscosity in the pipeline respectively;
S1.5将检测结果显示在可视化界面上。S1.5 displays the detection results on the visual interface.
如图3所示,步骤S2的具体步骤为:As shown in Figure 3, the specific steps of step S2 are:
S2.1通过Creo建模软件根据管道形状建立计算模型;S2.1 Establish a calculation model according to the shape of the pipeline through Creo modeling software;
S2.2把计算模型导入ICEM软件网格划分软件,对所建立的计算模型进行网格划分,检查网格质量,质量满足要求后导出.mesh网格文件;S2.2 Import the calculation model into the ICEM software grid division software, perform grid division on the established calculation model, check the quality of the grid, and export the .mesh grid file after the quality meets the requirements;
S2.3将.mesh网格文件导入EDEM软件,根据收集的颗粒运动状态参数进行颗粒运动模型参数设置;S2.3 Import the .mesh grid file into the EDEM software, and set the parameters of the particle motion model according to the collected particle motion state parameters;
S2.4再将.mesh网格文件导入Fluent软件,结合实际工况对仿真的计算模型的边界条件等进行设置;通过迭代,计算流体和颗粒之间的动量和能量交换,并将所计算的数据传入EDEM中;S2.4 Import the .mesh grid file into the Fluent software, and set the boundary conditions of the simulation calculation model in combination with the actual working conditions; through iteration, calculate the momentum and energy exchange between the fluid and the particles, and convert the calculated The data is passed into EDEM;
S2.5在EDEM软件中,根据Fluent软件所计算的流场信息,计算颗粒的速度以及位置信息,并将计算结果传入Fluent进行下一步计算;S2.5 In the EDEM software, according to the flow field information calculated by the Fluent software, calculate the velocity and position information of the particles, and transfer the calculation results to Fluent for the next step of calculation;
S2.6重复上述耦合计算过程,直到颗粒运动状态趋近稳定,根据仿真结果,得到管道的携渣效率、颗粒堆积等性能参数;S2.6 Repeat the above-mentioned coupling calculation process until the particle motion state tends to be stable. According to the simulation results, the performance parameters such as the slag-carrying efficiency and particle accumulation of the pipeline are obtained;
S2.7将监测的样本点形成样本点集合,可以表示为{X1,X2,X3,X4,X5,X6}其中X1表示颗粒的速度,X2表示为颗粒的大小,X3表示为颗粒的规模,X4表示为流体的速度,X5和X6分别泥浆的黏度和密度。S2.7 Form the monitored sample points into a set of sample points, which can be expressed as {X 1 , X 2 , X 3 , X 4 , X 5 , X 6 } where X 1 represents the velocity of the particle, and X 2 represents the size of the particle , X3 represents the size of the particle, X4 represents the velocity of the fluid, X5 and X6 represent the viscosity and density of the mud, respectively.
如图4所示,步骤S3中使用代理模型对颗粒运动状态进行预测,并使用优化算法对预测的结果进行优化,以采用BP神经网络为例,将这些样本点集合作为神经网络的输入因子,具体实施步骤如下:As shown in Figure 4, in step S3, the proxy model is used to predict the particle motion state, and the optimization algorithm is used to optimize the predicted results. Taking the BP neural network as an example, these sample point sets are used as the input factors of the neural network. The specific implementation steps are as follows:
S3.1根据Kolmogrov定理,一个具有n个输入单元2n+1个中间单元和m个输出单元的3层神经网络可以精准的表示出任何映射,并且可以使得中间层的容量和训练时间相协调;基于BP神经网络对管道堵塞预测的结构分为3层,6个输入层13个隐藏层,3个输出层,称为6-13-3的网络结构;S3.1 According to the Kolmogrov theorem, a 3-layer neural network with n input units 2n+1 intermediate units and m output units can accurately represent any mapping, and can coordinate the capacity of the intermediate layer with the training time; The structure of pipeline blockage prediction based on BP neural network is divided into 3 layers, 6 input layers, 13 hidden layers, and 3 output layers, which is called 6-13-3 network structure;
S3.2选取的样本点大小之间会有差异,为了避免较小数据被较大数据淹没,需要进行归一化处理,将数据归一化到0~1,归一化公式为:S3.2 There will be differences in the size of the sample points selected. In order to avoid the smaller data being submerged by the larger data, normalization processing is required to normalize the data to 0~1. The normalization formula is:
式中:X为输入因子,Xmin为数据的最小值,Xmax为数据的最大值;In the formula: X is the input factor, X min is the minimum value of the data, and X max is the maximum value of the data;
S3.3根据处理完的训练数据集合,随机抽取200的数据样本数据集,组成的200个样本数据集作为BP神经网络的输入节点,耦合仿真的结果作为训练集样本集输出对神经网络进行训练;随机抽取40组样本作为测试集,测试并使用验证集对测试结果进行验证;S3.3 According to the processed training data set, 200 data sample data sets are randomly selected, and the formed 200 sample data sets are used as the input nodes of the BP neural network, and the results of coupling simulation are output as the training set sample set to train the neural network ; Randomly select 40 groups of samples as the test set, test and use the verification set to verify the test results;
S3.4对神经网络预测的模型精度进行评价:S3.4 Evaluate the model accuracy of neural network prediction:
S3.5采用GA遗传算法进行优化权值和阈值,种群中的每一个个体都包括了一个权值和阈值,个体通过适应度函数计算适应度,GA遗传算法通过选择、交叉和变异操作找到最优适用度对应的个体,BP神经网络对遗传算法优化权值和阈值进行重新预测;训练收敛后对预测样本进行泥水管道颗粒平均流速和总颗粒数量预测。S3.5 Use the GA genetic algorithm to optimize the weight and threshold. Each individual in the population includes a weight and threshold. The individual calculates the fitness through the fitness function. The GA genetic algorithm finds the most For the individual corresponding to the optimal applicability, the BP neural network re-predicts the weights and thresholds optimized by the genetic algorithm; after the training converges, the average flow velocity and total particle number of the slurry pipeline particles are predicted for the predicted samples.
步骤S4中控制系统根据预测结果进行判断并调整处理具体为:如果预测可能会发生堵塞,发出信号预警并控制盾构前端装置进行调整,避免发生堵塞情况;调整完成后继续进行检测;若预测不会发生堵塞,则继续进行下一时刻检测;In step S4, the control system judges and adjusts the processing according to the prediction results, specifically: if the prediction may cause blockage, send a signal warning and control the front-end device of the shield machine to adjust to avoid blockage; continue to detect after the adjustment is completed; if the prediction is not If there will be blockage, continue to detect at the next moment;
调整处理的具体措施如下:The specific measures for adjustment and treatment are as follows:
S4.1配置合适的优质泥浆,调整地面泥浆的存储空间,调整泥浆的粘度;配置泡沫膨润土注入泥水盾构泥水循环系统以改善渣土流塑性;S4.1 Configure suitable high-quality mud, adjust the storage space of the ground mud, and adjust the viscosity of the mud; configure foam bentonite and inject it into the mud-water circulation system of the mud-water shield to improve the flow plasticity of the muck;
S4.2调整泥浆的配比和流量,保持泥浆的适宜性能;对泥浆进行检测和处理,去除杂质和沉淀物,保持泥浆的清洁度;检查并维修泥浆回收系统中的设备和管路,确保其正常运行。S4.2 Adjust the ratio and flow rate of the mud to maintain the proper performance of the mud; detect and treat the mud to remove impurities and sediments and maintain the cleanliness of the mud; check and maintain the equipment and pipelines in the mud recovery system to ensure It's working fine.
以上所述仅为本发明的优选实施例而已,并不用于限制本发明,尽管参照前述实施例对本发明进行了详细的说明,对于本领域的技术人员来说,其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still understand the foregoing embodiments Any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the present invention shall be included in the scope of protection of the present invention. Inside.
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