A method and system for intercommunication pipeline control for dual reservoir emergency regulation

Abstract

The present application relates to the field of double water pool regulation, and more particularly to a method and system for controlling intercommunication pipeline for emergency regulation of double water pool, when receiving an emergency regulation instruction, real-time acquisition of multi-source monitoring data of the double water pool; according to the multi-source monitoring data, determining the initial control parameters of the intercommunication pipeline; based on the initial control parameters, controlling the intercommunication pipeline to start draining, real-time monitoring of the change parameters of the double water pool, determining whether the initial control parameters meet the emergency drainage of the double water pool according to the change parameters; combining the change parameters and the multi-source monitoring data to analyze the drainage delay time of the double water pool; if the drainage delay time is within the preset time range, it is determined that the initial control parameters meet the emergency drainage of the double water pool; if the drainage delay time is not within the preset time range, it is determined that the initial control parameters do not meet the emergency drainage of the double water pool; based on the judgment result that the initial control parameters do not meet the emergency drainage of the double water pool, generating the regulation parameters of the intercommunication pipeline. The adaptability of the system to complex environment is enhanced.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of double-tank regulation, in particular to a method and system for controlling intercommunication pipelines for emergency regulation of double tanks. BACKGROUND

[0002] Double-tank emergency regulation is a system for responding to sudden changes in water volume or drainage demand. It usually regulates water volume between two or more tanks to avoid excessively high or low water levels in a single tank. This system is particularly suitable for places that need to respond quickly to changes in water level, such as emergency situations such as urban drainage and post-disaster drainage. Based on real-time water level and inflow data, the system dynamically adjusts the water volume of the tanks. For example, when the water level of a tank reaches the warning level, the system can automatically drain water to another tank to avoid overflow or flooding. This regulation not only balances the water volume between multiple tanks, but also ensures that the system can respond quickly in the face of unexpected situations to avoid more serious flooding or environmental crises.

[0003] In emergency drainage systems, especially in double-tank systems, real-time monitoring of water level changes and water flow is crucial to avoid overflow and ensure safety. Existing technical solutions mainly obtain real-time monitoring data such as water level and flow rate, calculate the drainage volume, and adjust the drainage process of the tank through control of the intercommunication pipeline. In the existing technology, the drainage flow is usually calculated based on real-time water level data and a pre-set tank model. However, the relationship between drainage flow and water level change is not fixed and depends on various factors such as the state of the drainage pipeline and sudden changes in inflow. Under the influence of these factors, the drainage delay time (i.e., the time required from adjusting the drainage flow to the change in water level) cannot be accurately predicted, resulting in a deviation between the adjusted flow and the actual demand. Inaccurate estimation of drainage delay time can result in slow or fast flow adjustment. When the flow adjustment is too slow, the water level in the tank cannot be lowered in time, which may lead to overflow or other disasters. Conversely, fast flow adjustment can cause instability in the drainage system and even excessive pressure on system equipment, causing equipment damage or failure.

[0004] Therefore, the existing technology has defects and needs to be improved. SUMMARY

[0005] To solve one or more problems in the prior art, the main purpose of the present application is to provide a method and system for controlling intercommunication pipelines for emergency regulation of double tanks.

[0006] To achieve the above-mentioned purpose of the application, the present application provides a method for controlling intercommunication pipelines for emergency regulation of double tanks, which comprises:

[0007] When receiving the emergency regulation instruction, real-time multi-source monitoring data of the double water pool is acquired;

[0008] According to the multi-source monitoring data, initial control parameters of the intercommunication pipeline are determined;

[0009] Based on the initial control parameters, the intercommunication pipeline starts to drain water, and the changing parameters of the double water pool are monitored in real time, and whether the initial control parameters meet the emergency drainage of the double water pool is determined according to the changing parameters;

[0010] The drainage delay time of the double water pool is analyzed in combination with the changing parameters and the multi-source monitoring data;

[0011] If the drainage delay time is within the preset time range, it is determined that the initial control parameters meet the emergency drainage of the double water pool;

[0012] If the drainage delay time is not within the preset time range, it is determined that the initial control parameters do not meet the emergency drainage of the double water pool;

[0013] Based on the determination result that the initial control parameters do not meet the emergency drainage of the double water pool, regulation parameters of the intercommunication pipeline are generated.

[0014] The embodiment of the application also provides an intercommunication pipeline control system for double water pool emergency regulation, comprising:

[0015] An acquisition module is configured to acquire real-time multi-source monitoring data of the double water pool when receiving an emergency regulation instruction;

[0016] A determination module is configured to determine initial control parameters of the intercommunication pipeline according to the multi-source monitoring data;

[0017] A monitoring module is configured to control the intercommunication pipeline to start draining water based on the initial control parameters, and monitor changing parameters of the double water pool in real time, and determine whether the initial control parameters meet the emergency drainage of the double water pool according to the changing parameters;

[0018] An analysis module is configured to analyze the drainage delay time of the double water pool in combination with the changing parameters and the multi-source monitoring data;

[0019] A first determination module is configured to determine that the initial control parameters meet the emergency drainage of the double water pool if the drainage delay time is within the preset time range;

[0020] A second determination module is configured to determine that the initial control parameters do not meet the emergency drainage of the double water pool if the drainage delay time is not within the preset time range;

[0021] A generation module is configured to generate regulation parameters of the intercommunication pipeline based on the determination result that the initial control parameters do not meet the emergency drainage of the double water pool.

[0022] The application also provides a computer device comprising a memory and a processor, wherein the memory stores a computer program, and the processor implements the steps of the method according to any one of the preceding embodiments when executing the computer program.

[0023] The application also provides a computer readable storage medium, which stores a computer program, and the computer program implements the steps of the method according to any one of the preceding embodiments when executed by a processor.

[0024] The method and system for intercommunication pipeline control for emergency regulation of double water pools according to the embodiments of the application can quickly obtain multi-source monitoring data of the double water pools after receiving an emergency regulation instruction, and determine initial control parameters according to real-time data, to ensure quick start of emergency drainage. Through real-time monitoring of changing parameters and accurate analysis of drainage delay time, the system can dynamically adjust the drainage flow to ensure that the drainage operation can follow the changes of the water pool and avoid the situation of untimely or excessive drainage. The control of the drainage delay time ensures that the drainage operation is synchronized with the change of the water level of the water pool, thereby reducing the risk of water pool overflow or equipment damage and improving the safety and stability of the system. When the initial control parameters cannot meet the drainage requirements, the system automatically generates new regulation parameters to further optimize the drainage scheme and enhance the adaptability of the system to complex environments. The system can cope with different emergency drainage requirements and has strong flexibility to adjust according to different water pool states. BRIEF DESCRIPTION OF DRAWINGS

[0025] Figure 1 FIG. 1 is a flowchart of the method for intercommunication pipeline control for emergency regulation of double water pools according to an embodiment of the application;

[0026] Figure 2 FIG. 2 is a flowchart of the method for intercommunication pipeline control for emergency regulation of double water pools according to an embodiment of the application;

[0027] Figure 3 FIG. 3 is a structural schematic block diagram of the intercommunication pipeline control system for emergency regulation of double water pools according to an embodiment of the application;

[0028] Figure 4 FIG. 4 is a structural schematic block diagram of the computer device according to an embodiment of the application.

[0029] The implementation, functional features and advantages of the application will be further described with reference to the embodiments and the accompanying drawings. DETAILED DESCRIPTION

[0030] In order to make the purpose, technical solutions and advantages of the application more clear, the application will be further described in detail below with reference to the embodiments and the accompanying drawings. It should be understood that the specific embodiments described herein are only used to explain the application and not to limit the application.

[0031] Referring Figure 1 In the embodiments of the present application, a method for controlling an intercommunication pipeline for emergency regulation of a double pool is provided, and the method comprises the following steps:

[0032] S1, when receiving an emergency regulation instruction, real-time acquisition of multi-source monitoring data of the double pool is performed;

[0033] S2, according to the multi-source monitoring data, initial control parameters of the intercommunication pipeline are determined;

[0034] S3, based on the initial control parameters, the intercommunication pipeline is controlled to start drainage, and real-time monitoring of change parameters of the double pool is performed, and whether the initial control parameters meet the emergency drainage of the double pool is determined according to the change parameters;

[0035] S4, the drainage delay time of the double pool is analyzed in combination with the change parameters and the multi-source monitoring data;

[0036] S5, if the drainage delay time is within a preset time range, it is determined that the initial control parameters meet the emergency drainage of the double pool;

[0037] S6, if the drainage delay time is not within the preset time range, it is determined that the initial control parameters do not meet the emergency drainage of the double pool;

[0038] S7, based on the determination result that the initial control parameters do not meet the emergency drainage of the double pool, regulation parameters of the intercommunication pipeline are generated.

[0039] As described in steps S1-S3 above, the system is started by receiving the emergency regulation instruction, indicating that the dual water pool has entered an emergency state. At this time, the system will collect various monitoring data of the dual water pool in real time, such as water level, flow, pipe state, etc. These data provide real-time basis for subsequent control of the intercommunication pipe drainage decision. By real-time acquisition of multi-source data, the system can have a comprehensive understanding of the current water pool state, providing accurate information for the next control. This is the prerequisite for emergency regulation, which can quickly respond to the actual drainage demand. According to the collected real-time monitoring data, the system calculates the initial control parameters of the intercommunication pipe through certain algorithms and models. These parameters can include drainage flow, pipe opening, etc. control indicators. Specifically, the initial control parameters are calculated based on the current water pool water level, flow, etc. data, which is a preliminary estimate of the current emergency drainage demand. Help the system to quickly start the emergency drainage. The accuracy of the initial control parameters is crucial to the effect of subsequent drainage operation, which can ensure that the system responds quickly enough initially. After determining the initial control parameters, the system will control the intercommunication pipe to start drainage according to these parameters. At the same time, the system will continue to monitor the changing parameters of the water pool (such as water level change, drainage flow, etc.) in real time to ensure that the drainage operation is proceeding as expected. According to the real-time monitoring of the changing parameters, the system judges whether the initial control parameters can meet the drainage demand of the dual water pool. The changing parameters may include water level change rate, change of inflow, etc. If the changing parameters indicate that the initial control parameters can effectively meet the emergency drainage demand, it is considered that the initial control parameters are reasonable. Through the judgment of the changing parameters, the system can verify the effectiveness of the initial control parameters. This is an important step to ensure the effect of drainage operation, to prevent the initial control parameters from being unsuitable for the current environment, resulting in insufficient or too fast drainage, etc.

[0040] As described in steps S4-S7 above, based on the variation parameters and multi-source monitoring data, the system further analyzes the drainage delay time of the dual water pool. The drainage delay time refers to the time interval between the system adjusting the drainage flow and the change in water level. This analysis takes into account the delay in adjusting the drainage flow and the dynamic response of the drainage pipeline. The drainage delay time helps to determine the dynamic relationship between the drainage flow and the change in water level. By accurately estimating the drainage delay time, the system can better adjust the control strategy to avoid deviations between the drainage flow and the actual demand. Compare the drainage delay time with the preset time range. If the delay time is within the predetermined range, it means that the response of the drainage operation meets the expectations, and the system considers that the initial control parameters meet the emergency drainage demand. If the drainage delay time exceeds the preset time range, the system determines that the initial control parameters do not meet the drainage demand. This means that the current drainage operation has not effectively responded to the change in water level, which may result in delayed drainage or system failure. The initial control parameters are not suitable and need to be adjusted. Through this judgment, the system can avoid excessive drainage delay and prevent the risk of pool overflow. When the initial control parameters are determined to be unsuitable, the system recalculates and generates new adjustment parameters. These parameters will be adjusted according to the new drainage demand and actual situation to ensure that the drainage operation can better respond to changes in the pool. By generating new adjustment parameters, the system helps to optimize the drainage operation, making it more accurate and timely, thereby improving the system's emergency response capability and preventing serious water disasters or equipment damage.

[0041] As described above, after receiving the emergency adjustment instruction, the multi-source monitoring data of the dual water pool is quickly obtained, and the initial control parameters are determined based on real-time data to ensure the rapid start of emergency drainage. Through real-time monitoring of variation parameters and accurate analysis of drainage delay time, the system can dynamically adjust the drainage flow to ensure that the drainage operation can follow the changes in the pool, avoiding delayed or excessive drainage. The control of the drainage delay time ensures that the drainage operation is synchronized with the change in the water level of the pool, thereby reducing the risk of pool overflow or equipment damage and improving the safety and stability of the system. When the initial control parameters cannot meet the drainage demand, the system automatically generates new adjustment parameters to further optimize the drainage scheme, enhancing the system's adaptability to complex environments. This allows the system to respond to different emergency drainage demands and has strong flexibility, allowing it to adjust according to different pool states.

[0042] Reference Figure 2 In one embodiment, the step of analyzing the drainage delay time of the dual water pool based on the variation parameters and multi-source monitoring data includes:

[0043] S41, based on the combination of variation parameters and multi-source monitoring data, analyze the real-time water level difference of the dual water pool and the current drainage flow of the intercommunication pipeline;

[0044] S42, calculate the real-time difference between the current drainage flow and the water inflow after the initial control parameter is executed according to the real-time water level difference of the double pool and the current drainage flow of each pool;

[0045] S43, obtain the remaining safe capacity of the double pool;

[0046] S44, predict the time from the current time to the overflow critical state of the pool as the drainage delay time according to the real-time difference and the remaining safe capacity of the double pool.

[0047] As described in the above steps, first combine multi-source monitoring data (such as water level sensor, flow meter, pressure sensor, etc.) to obtain the water level change of the double pool in real time. By analyzing the real-time water level difference between the double pools, the pressure difference and flow situation between the pools can be reflected. At the same time, monitor the drainage flow data of the intercommunication pipeline to understand the current drainage rate. This is the process of basic data collection, the purpose is to ensure the accuracy of the subsequent calculation. Through real-time monitoring and analysis of water level difference and drainage flow, the current situation of the system can be accurately understood, providing the necessary real-time data for subsequent calculation and adjustment. This process can capture the dynamic changes between the pools, which helps to discover possible problems in the drainage system in time and make responses. According to the initial control parameters (such as drainage valve opening, pump speed, etc.), the drainage flow of the drainage system at the current time is calculated, and compared with the water inflow (i.e. the water inflow rate of the pool). The purpose of this step is to monitor and calculate whether the current drainage capacity is sufficient to cope with the water inflow, and the real-time difference can reflect the load of the drainage system and whether it can handle the current water volume smoothly. When the drainage difference is too large, it indicates that the drainage system may be overloaded and needs to adjust the drainage strategy; when the difference is negative, it means that the drainage system is not enough to offset the water inflow, and more drainage measures need to be started. The remaining safe capacity represents the difference between the current pool volume and the maximum safe capacity of the pool, which is usually calculated by water level monitoring data and preset maximum capacity of the pool. This step is a further analysis of the current state of the pool, which aims to evaluate the water storage capacity of the current pool and the safety of the pool in future operation. According to the real-time difference and the remaining safe capacity, the time from the current time to the overflow critical state of the pool can be predicted. This process involves dynamic simulation and calculation of the drainage system, based on the water inflow, drainage flow difference and remaining capacity, to calculate the possible overflow time. This prediction can help to determine whether the current pool can operate safely under the existing drainage capacity and avoid overflow accidents. Predicting the drainage delay time can help the system start emergency measures in advance. If the predicted overflow critical time is short, the system will automatically increase the drainage intensity to prevent overflow; if the predicted time is longer, the drainage intensity can be appropriately relaxed, making the system operation more flexible and efficient.

[0048] In an embodiment, the step of determining the initial control parameter of the intercommunication pipeline according to the multi-source monitoring data comprises:

[0049] extracting real-time water level data and inflow data of the double water pool from the multi-source monitoring data;

[0050] combining the real-time water level data and the inflow data, calculating the real-time water level difference of the double water pool, and combining the inflow data, generating the theoretical drainage flow of the intercommunication pipeline through a pre-defined drainage flow distribution model;

[0051] obtaining a historical drainage data set, correcting the theoretical drainage flow according to the historical drainage data set, and obtaining an initial drainage flow threshold of the intercommunication pipeline;

[0052] determining the initial opening degree of the valve and / or the initial power value of the pump of the intercommunication pipeline as the initial control parameter based on the initial drainage flow threshold.

[0053] As mentioned above, real-time water level data and inflow flow rate data are collected from multiple sensors or monitoring systems. These data are usually from water level sensors and flow meters of the water pools. By collecting real-time status information of the water pools, the most accurate dynamic information of the water pools is ensured, providing basic data for subsequent calculation steps. Real-time water level data help understand the current water volume of the water pools, while inflow flow rate data reflect the load changes of the water pools. Using real-time water level data and inflow flow rate data, the water level difference between the two water pools is calculated. The water level difference reflects the pressure difference between the two water pools, and this difference is crucial for the flow of the flow. Then, by combining the water level difference and the inflow flow rate data through a predefined drainage flow rate allocation model, the theoretical drainage flow rate is calculated. This model is usually constructed based on empirical data or fluid mechanics principles, and can simulate the flow allocation of the interconnected pipelines under different conditions. The simulation of the ideal drainage flow rate under the current conditions provides a theoretical basis for subsequent drainage control. This ensures the drainage capacity of the system under different load conditions, and the theoretical drainage flow rate is corrected by introducing historical drainage data sets. The historical drainage data sets reflect the actual performance of the system under different time periods and different operating conditions. The importance of this step lies in that the theoretical model is usually established based on ideal conditions, and the actual system may have lower drainage efficiency than the theoretical value due to various factors such as equipment aging, pipeline wear, and operation errors. Therefore, by correcting the historical efficiency, a more realistic initial drainage flow rate threshold can be obtained. This ensures that the drainage flow rate control is more in line with the actual operating conditions, reduces the deviation between the theoretical model and the actual situation, and improves the actual drainage effect and safety of the system. By correcting the drainage flow rate, the system can avoid wasting resources or overloading equipment due to excessively high drainage flow rate settings, while avoiding the problem of insufficient drainage due to low flow rate. According to the corrected initial drainage flow rate threshold, the initial opening or power of the control equipment (such as valves and pumps) is determined. These control parameters are determined by simulation and experience, and the valve opening and pump power directly affect the drainage flow rate, so they need to be adjusted according to the drainage flow rate threshold. By adjusting the valve opening or pump power, accurate control of the drainage flow rate can be achieved.

[0054] In an embodiment, the step of generating the adjustment parameter of the interconnected pipeline based on the result of the determination that the emergency drainage of the dual water pools is not satisfied comprises:

[0055] According to the drainage delay time and the multi-source monitoring data, the delay reason category of the drainage delay of the dual water pools is analyzed, and the delay reason category includes insufficient drainage flow rate, sudden increase of inflow flow rate, or pipeline blockage.

[0056] If the delay cause category is insufficient drainage flow, a required drainage flow compensation value is calculated based on a real-time water level difference and a remaining safety capacity of the double water pool, and a valve opening degree of the intercommunication pipeline and / or a pump power is increased according to the compensation value;

[0057] If the delay cause category is sudden increase of the water inflow, a deviation ratio of the current water inflow and a historical water inflow average is dynamically obtained, and a water inflow suppression instruction is generated based on the deviation ratio, and a drainage flow threshold of the intercommunication pipeline is synchronously adjusted.

[0058] If the delay cause category is pipeline blockage, a pipeline dredging operation is triggered.

[0059] As mentioned above, the cause of the drainage delay is analyzed through the drainage delay time and multi-source monitoring data. The drainage delay time represents the actual degree of drainage delay, while the multi-source monitoring data includes real-time water level, flow, and other information. These data can help analyze whether there is a problem of insufficient drainage flow, sudden increase in inflow, or pipe blockage. For example, if the drainage delay time is too long, it may be because the drainage capacity of the pool is insufficient, or the system load is too large due to a sudden increase in inflow, or even the flow is blocked due to pipe blockage. Through this analysis, the system can accurately identify the root cause of the problem and take corresponding adjustment measures accordingly, avoiding misjudgment and ineffective operation. This enables the system to more efficiently handle drainage delay problems and avoid causing pool overflow or wasting resources. If the cause of the drainage delay is insufficient drainage flow, the system calculates the required drainage flow compensation value based on the real-time water level difference (representing the water level difference between the two pools) and the remaining safety capacity (i.e., the safety water volume not occupied in the pool). The calculation of the compensation value helps determine how much additional drainage flow is needed to timely solve the delay problem. Then, the system automatically increases the valve opening of the intercommunication pipeline or the power of the pump to improve the drainage capacity. Ensuring that the system can dynamically supplement the required flow when facing insufficient drainage flow, avoiding excessive water accumulation in the pool and maintaining the smooth operation of the system. By increasing the valve opening or increasing the pump power, the system can quickly respond to emergency situations of high water levels, reducing the risk of overflow or equipment damage. If the drainage delay is caused by a sudden increase in inflow, the system dynamically obtains the deviation ratio between the current inflow and the historical average inflow. This deviation ratio helps the system determine whether the current inflow is significantly higher than the normal level. If it is found that the inflow is too large, the system will generate an inflow suppression instruction to take measures to limit the inflow to prevent it from being too large to affect the drainage effect. At the same time, the system will adjust the drainage flow threshold of the intercommunication pipeline to adapt to the new flow situation. Avoiding system overload due to sudden increase in inflow, preventing situations such as decreased drainage efficiency or pool overflow. By adjusting the drainage flow threshold and inflow suppression, the system can maintain stable operation when the flow increases, improving the adaptability and response capability of the entire system. If the drainage delay is caused by pipe blockage, the system will automatically detect the blockage state of the pipe and trigger the pipe dredging operation. Pipe blockage can be caused by various reasons, such as sediment, debris, or biological growth, which directly affects the flow capacity. By monitoring real-time parameters such as pressure and flow in the pipe, the system can determine whether there is a blockage and immediately start the dredging mechanism, such as starting reverse flow, mechanical cleaning, etc. This measure ensures that the pipe blockage problem can be handled in a timely manner to prevent the blockage from worsening and affecting the operation of the entire drainage system. Through effective dredging operation, the system can restore normal flow capacity, thereby avoiding serious delays or equipment damage caused by blockage.

[0060] In an embodiment, after the step of predicting the time from the current time to the overflow critical state of the water pool as the drainage delay time according to the real-time difference value and the residual safe capacity of the double water pool, the method further comprises:

[0061] Obtaining the water quality turbidity parameter in the double water pool;

[0062] Analyzing the drainage efficiency attenuation coefficient of the intercommunication pipeline according to the water quality turbidity parameter;

[0063] Recalculating the current drainage flow and the drainage delay time based on the theoretical drainage efficiency attenuation coefficient.

[0064] As mentioned above, the water quality condition in the pool is understood by monitoring the water quality turbidity parameter in real time. The water quality turbidity is usually caused by suspended substances, bacteria or organic matter in the water, and high turbidity may indicate that the pool contains a large amount of suspended matter or pollutants. These substances will affect the drainage flow and pipeline efficiency. The water quality turbidity directly affects the smoothness of water flow. If the water quality in the pool is turbid, it may cause the accumulation or blockage of sediment in the pipeline, which will affect the drainage efficiency. Therefore, monitoring the turbidity provides necessary information for subsequent analysis. By obtaining the water quality turbidity parameter, data support can be provided for subsequent drainage efficiency decay analysis. If the water quality is poor or the turbidity is high, the system can more accurately predict the risk of drainage efficiency decline and take measures in advance, such as cleaning the pipeline or increasing the power of the pump. According to the water quality turbidity parameter, the decay coefficient of the drainage efficiency is calculated. Suspended solids and impurities in the pool water increase the friction in the pipeline, which in turn affects the drainage flow. These factors will cause the drainage system to gradually decline during the drainage process, especially during long-term high-load operation. Therefore, by analyzing the water quality turbidity parameter, the decay trend of the drainage efficiency can be inferred. The turbid water has a very direct impact on the drainage efficiency of the pipeline. Turbid water flow may cause sediment, blockage or reduced flow rate inside the pipeline, affecting the drainage effect. The calculation of the decay coefficient takes this factor into account, which can help the system more accurately assess the drainage capacity. By calculating the drainage efficiency decay coefficient, the system can dynamically adjust the expected drainage capacity to avoid overestimating the drainage flow in the case of turbid water quality. Based on the theoretical drainage efficiency decay coefficient, the current drainage flow and drainage delay time are recalculated. The decay of the pool water quality will directly affect the efficiency of the drainage, so the current drainage flow prediction needs to be adjusted according to the decay coefficient, and the new drainage delay time is calculated. As the efficiency of the pipeline decreases during the drainage process, the drainage flow and delay time may change. If not adjusted in time, it may cause the drainage system to lose control or fail to drain in time. Therefore, when the system is analyzed, this factor needs to be considered, and the flow and delay time are recalculated to ensure the accuracy of the drainage progress. By recalculating the drainage flow and delay time, the system can more accurately predict the time changes during the drainage process, ensuring that the pool does not overfill or overflow due to insufficient drainage flow.

[0065] In an embodiment, the step of analyzing the drainage efficiency decay coefficient of the intercommunication pipeline according to the water quality turbidity parameter comprises:

[0066] According to the water quality turbidity parameter, the flowability change parameter of the water flow in the intercommunication pipeline is analyzed, including the water flow viscosity, flow speed distribution abnormal area and particle deposition trend.

[0067] Call the pipe internal water flow resistance record corresponding to different turbidity parameters in the historical operation data, and establish the correlation between the turbidity parameters and the water flow resistance change;

[0068] Based on the water flow mobility change parameter corresponding to the current turbidity parameter and the historical correlation, the attenuation influence coefficient of water quality turbidity on the pipeline drainage efficiency is calculated, wherein the higher the turbidity parameter and the lower the mobility, the greater the attenuation coefficient;

[0069] According to the attenuation coefficient, the current drainage flow of the interworking pipeline is dynamically corrected.

[0070] As mentioned above, the flowability of the water flow inside the pipeline is analyzed by the water quality turbidity parameter, focusing on the viscosity of the water flow, the flow velocity distribution, and the sedimentation trend of the particulate matter. When the water quality turbidity is high, the suspended particles in the water increase the viscosity of the water, causing the flow resistance to increase, the flow velocity to be affected, and abnormal flow velocity distribution areas may occur, and the accumulation of sediments will be more serious. The flowability of the water flow is an important factor for the efficiency of the pipeline drainage. As the suspended matter in the water increases, the water flow will be affected by different degrees of resistance, especially in some areas of the pipeline, which may cause water flow to stagnate or even be blocked. Therefore, analyzing these changes helps to understand how to optimize the design and operation of the pipeline to ensure efficient drainage. By analyzing the flowability change parameters, the system can make more accurate predictions about the water flow conditions. For example, in areas with abnormal flow velocity distribution, additional treatment or equipment adjustment may be needed to improve drainage efficiency and prevent water flow stagnation and pipeline blockage. By consulting historical operation data, the water flow resistance records under different turbidity parameters are analyzed. These historical data help establish a relationship model between water quality turbidity and water flow resistance. The higher the water quality turbidity, the greater the water flow resistance, as the particulate matter in the water increases the friction of the water flow. With the support of historical data, the changes in water flow resistance under different water quality conditions can be more accurately predicted, which in turn affects the drainage flow and efficiency. According to the current water quality turbidity and its corresponding water flow flowability change parameters, as well as the correlation in the historical data, the attenuation influence coefficient of water quality turbidity on the drainage efficiency of the pipeline is calculated. Specifically, the higher the turbidity, the worse the flowability of the water flow, and the greater the water flow resistance, resulting in the attenuation of the drainage efficiency. Real-time water quality conditions combined with historical data enable the system to calculate accurate attenuation coefficients for different water quality conditions. By calculating the attenuation coefficient, the system can reflect the impact of water quality changes on drainage efficiency in real time. This can avoid the problem of underestimating the drainage capacity caused by high turbidity water quality, ensuring that the drainage system can cope with various water quality conditions. According to the previously calculated attenuation coefficient, the system dynamically corrects the current drainage flow of the intercommunication pipeline. The larger the attenuation coefficient, the worse the water quality, the greater the water flow resistance, and the system needs to correspondingly reduce the drainage flow or take other compensation measures, such as increasing the power of the pump. Adaptive adjustment is made according to the real-time changes in water quality. Water quality turbidity may change over time, weather, usage, and other factors, so dynamically adjusting the drainage flow can improve the adaptability of the system and avoid the risk of slow or fast drainage. Dynamic correction of the drainage flow can effectively respond to changes in water quality and avoid the risk of system overload due to insufficient or excessive flow.

[0071] In an embodiment, the dual water tank includes a first water tank and a second water tank, and the multi-source monitoring data includes water levels, water inflow, and intercommunication pipeline drainage flow of the first water tank and the second water tank.

[0072] As described above, the first pool and the second pool are adjacent or in series, and can undertake different functions (such as a main pool and a standby pool, a regulating pool and a buffer pool). Multi-source monitoring data: water level (H1, H2): real-time monitoring of the water level of the two pools, calculating the water level difference ΔH = H1-H2; water inflow: the amount of water entering the pool from the outside (such as rainwater, industrial wastewater); intercommunication pipe drainage flow: the water flow adjusted between the two pools through a valve or a pump. It is assumed that: when the sewage treatment plant needs to adjust the sudden change of water quality (such as high turbidity wastewater) or the processing capacity is insufficient, the unqualified wastewater overflow is prevented. The functions of the double pool are set: the first pool receives raw wastewater; the second pool is an emergency sedimentation tank or a temporary storage tank; the drainage efficiency is adjusted according to the turbidity data, and the residence time is prolonged. When the turbidity is detected to be excessive, the intercommunication pipe drainage flow is reduced, and the sedimentation time is prolonged; if the second pool is close to full load, an external transport vehicle is linked to perform emergency pumping.

[0073] Reference Figure 3 In the embodiments of the present application, a kind of intercommunication pipe control system for double pool emergency regulation is also provided, comprising:

[0074] The acquisition module 1 is used to acquire multi-source monitoring data of double pool in real time when receiving emergency regulation instruction;

[0075] The determination module 2 is used to determine the initial control parameter of intercommunication pipe according to the multi-source monitoring data;

[0076] The monitoring module 3 is used to control the intercommunication pipe to start drainage based on the initial control parameter, and real-time monitoring the change parameter of the double pool, and judging whether the initial control parameter meets the emergency drainage of double pool according to the change parameter;

[0077] The analysis module 4 is used to analyze the drainage delay time of the double pool in combination with change parameter and multi-source monitoring data;

[0078] The first judging module 5 is used to judge that the initial control parameter meets the emergency drainage of double pool if the drainage delay time is within the preset time range;

[0079] The second judging module 6 is used to judge that the initial control parameter does not meet the emergency drainage of double pool if the drainage delay time is not within the preset time range;

[0080] The generation module 7 is used to generate the adjustment parameter of intercommunication pipe based on the judgment result that the initial control parameter does not meet the emergency drainage of double pool.

[0081] As described above, it can be understood that each component of the intercommunication pipe control system for double pool emergency regulation proposed in the present application can realize the function of any one of the intercommunication pipe control methods for double pool emergency regulation as described above, and the specific structure will not be described again.

[0082] Referring to Figure 4 In the embodiments of the present application, a computer device is also provided, which can be a server, and the internal structure of the computer device can be as shown in Figure 4 The computer device includes a processor, a memory, a network interface and a database connected through a system bus. The processor of the computer device is configured to provide computing and control capabilities. The memory of the computer device includes a non-volatile storage medium and an internal memory. The non-volatile storage medium stores an operating system, a computer program and a database. The internal memory provides an environment for the operating system and the computer program in the non-volatile storage medium to run. The database of the computer device is configured to store monitoring data and other data. The network interface of the computer device is configured to communicate with an external terminal through a network connection. The computer program is executed by the processor to implement a method for controlling an intercommunication pipeline for emergency regulation of double water pools.

[0083] The processor executes the method for controlling the intercommunication pipeline for emergency regulation of double water pools, including: when an emergency regulation instruction is received, real-time multi-source monitoring data of the double water pools is acquired; initial control parameters of the intercommunication pipeline are determined according to the multi-source monitoring data; the intercommunication pipeline is controlled to start draining based on the initial control parameters, and a change parameter of the double water pools is monitored in real time, and whether the initial control parameters meet emergency drainage of the double water pools is determined according to the change parameter; a drainage delay time of the double water pools is analyzed in combination with the change parameter and the multi-source monitoring data; if the drainage delay time is within a preset time range, it is determined that the initial control parameters meet the emergency drainage of the double water pools; if the drainage delay time is not within the preset time range, it is determined that the initial control parameters do not meet the emergency drainage of the double water pools; and based on the determination result that the initial control parameters do not meet the emergency drainage of the double water pools, regulation parameters of the intercommunication pipeline are generated.

[0084] An embodiment of the present application also provides a computer readable storage medium, which stores a computer program. The computer program is executed by a processor to implement a method for controlling an intercommunication pipeline for emergency regulation of a double water pool. The method comprises the following steps: when receiving an emergency regulation instruction, acquiring multi-source monitoring data of the double water pool in real time; determining initial control parameters of the intercommunication pipeline according to the multi-source monitoring data; controlling the intercommunication pipeline to start draining based on the initial control parameters, and monitoring change parameters of the double water pool in real time, and determining whether the initial control parameters meet emergency drainage of the double water pool according to the change parameters; analyzing a drainage delay time of the double water pool in combination with the change parameters and the multi-source monitoring data; if the drainage delay time is within a preset time range, it is determined that the initial control parameters meet the emergency drainage of the double water pool; if the drainage delay time is not within the preset time range, it is determined that the initial control parameters do not meet the emergency drainage of the double water pool; and generating regulation parameters of the intercommunication pipeline based on the determination result that the initial control parameters do not meet the emergency drainage of the double water pool.

[0085] A person of ordinary skill in the art can understand that all or part of the processes in the above-mentioned embodiments can be completed by a computer program instructing related hardware. The computer program can be stored in a non-volatile computer readable storage medium. When the computer program is executed, the processes of the above-mentioned embodiments can be included. Any reference to memory, storage, database or other medium provided in the present application and used in the embodiments can include non-volatile and / or volatile memory. Non-volatile memory can include read-only memory (ROM), programmable ROM (PROM), electrically programmable ROM (EPROM), electrically erasable programmable ROM (EEPROM) or flash memory. Volatile memory can include random access memory (RAM) or external cache memory. As an illustration but not limitation, RAM is available in various forms, such as static RAM (SRAM), dynamic RAM (DRAM), synchronous DRAM (SDRAM), double data rate SDRAM (SSRSDRAM), enhanced SDRAM (ESDRAM), synchronous link (Synchlink) DRAM (SLDRAM), memory bus (Rambus) direct RAM (RDRAM), direct memory bus dynamic RAM (DRDRAM) and memory bus dynamic RAM (RDRAM).

[0086] It should be noted that, in the present document, the terms "comprises", "comprising", or any other variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but can also include other elements not expressly listed or inherent to such process, method, article, or apparatus. An element proceeded by "comprises a", "comprising", or "comprises" does not, without further restriction, exclude the existence of additional elements of the process, method, article, or apparatus that comprises the element.

[0087] The preferred embodiments of the present application have been described above with the specific details of the applications. However, it should be evident, that the scope of the application includes variations of the preferred embodiments as well as the equivalents thereof. Therefore, the patent protection scope of the present application should be limited only by the following claims.

Claims

1. A method for the control of intercommunication pipes for emergency regulation of dual water tanks, characterized in that, The method comprises: real-time acquisition of multi-source monitoring data of the double water pools when receiving emergency regulation instructions; determination of initial control parameters of the intercommunication pipeline according to the multi-source monitoring data; control of the intercommunication pipeline to start drainage based on the initial control parameters, and real-time monitoring of changing parameters of the double water pools to determine whether the initial control parameters meet emergency drainage of the double water pools according to the changing parameters; analysis of drainage delay time of the double water pools in combination with the changing parameters and the multi-source monitoring data; if the drainage delay time is within a preset time range, it is determined that the initial control parameters meet the emergency drainage of the double water pools; if the drainage delay time is not within the preset time range, it is determined that the initial control parameters do not meet the emergency drainage of the double water pools; generation of regulation parameters of the intercommunication pipeline based on the determination result that the initial control parameters do not meet the emergency drainage of the double water pools; the step of analyzing the drainage delay time of the double water pools in combination with the changing parameters and the multi-source monitoring data comprises: based on the combination of the changing parameters and the multi-source monitoring data, analyzing the real-time water level difference of the double water pools and the current drainage flow of the intercommunication pipeline; according to the real-time water level difference of the double water pools and the current drainage flow of each water pool, calculating the real-time difference value between the current drainage flow and the inflow after executing the initial control parameters; acquisition of the remaining safe capacity of the double water pools; according to the real-time difference value and the remaining safe capacity of the double water pools, predicting the time from the current time to the overflow critical state of the water pool as the drainage delay time.

2. The intercommunication pipe control method for dual- reservoir emergency regulation according to claim 1, characterized by, the step of determining the initial control parameters of the intercommunication pipeline according to the multi-source monitoring data comprises: extracting real-time water level data and inflow data of the double water pools from the multi-source monitoring data; combining the real-time water level data and the inflow data to calculate the real-time water level difference of the double water pools, and combining the inflow data to generate the theoretical drainage flow of the intercommunication pipeline through a predefined drainage flow distribution model; acquiring a historical drainage data set, correcting the theoretical drainage flow according to the historical drainage data set to obtain an initial drainage flow threshold of the intercommunication pipeline; based on the initial drainage flow threshold, determining the initial opening of the valve and / or the initial power value of the pump of the intercommunication pipeline as the initial control parameters.

3. The intercommunication pipe control method for dual- water tank emergency regulation according to claim 1, wherein the step of generating regulation parameters of the intercommunication pipeline based on the determination result that the initial control parameters do not meet the emergency drainage of the double water pools comprises: according to the drainage delay time and the multi-source monitoring data, analyzing the delay reason category of the delay of the double water pool drainage, the delay reason category including insufficient drainage flow, sudden increase of inflow or pipeline blockage; if the delay reason category is insufficient drainage flow, calculate the required drainage flow compensation value based on the real-time water level difference and the remaining safe capacity of the double water pools, and increase the valve opening and / or the pump power of the intercommunication pipeline according to the compensation value; if the delay reason category is sudden increase of inflow, dynamically acquire the deviation proportion of the current inflow and the historical inflow average, and generate an inflow flow suppression instruction based on the deviation proportion to synchronously adjust the drainage flow threshold of the intercommunication pipeline; if the delay reason category is pipeline blockage, trigger pipeline dredging operation.

4. The intercommunication pipe control method for dual- water tank emergency regulation according to Claim 1, wherein After the step of predicting the time from the current time to the overflow critical state of the water pool as the drainage delay time according to the real-time difference and the residual safe capacity of the double water pool, the method further comprises: Obtaining the water quality turbidity parameter in the double water pool; Analyzing the drainage efficiency attenuation coefficient of the intercommunication pipeline according to the water quality turbidity parameter; Recalculating the current drainage flow and the drainage delay time based on the theoretical drainage efficiency attenuation coefficient.

5. The intercommunication pipe control method for dual- water tank emergency regulation according to claim 4, wherein, The step of analyzing the drainage efficiency attenuation coefficient of the intercommunication pipeline according to the water quality turbidity parameter comprises: According to the water quality turbidity parameter, analyzing the flowability change parameter of the water flow in the intercommunication pipeline, including the water flow viscosity, the flow velocity distribution abnormal area and the particle deposition trend; Accessing the pipeline internal water flow resistance record corresponding to different turbidity parameters in the historical operation data, and establishing the correlation between the turbidity parameter and the water flow resistance change; Based on the water flow flowability change parameter corresponding to the current turbidity parameter and the historical correlation, calculating the attenuation influence coefficient of the water quality turbidity on the pipeline drainage efficiency, wherein the higher the turbidity parameter and the lower the flowability, the greater the attenuation coefficient; According to the attenuation coefficient, dynamically correcting the current drainage flow of the intercommunication pipeline.

6. The intercommunication pipe control method for dual- water tank emergency regulation according to claim 5, wherein, The double water pool comprises a first water pool and a second water pool, and the multi-source monitoring data comprises the water level, the water inflow, the drainage flow and the turbidity of the first water pool and the second water pool.

7. An intercommunication pipe control system for dual reservoir emergency regulation, characterized by, Comprise: The acquisition module is used for obtaining the multi-source monitoring data of the double water pool in real time when the emergency regulation instruction is received; The determination module is used for determining the initial control parameter of the intercommunication pipeline according to the multi-source monitoring data; The monitoring module is used for controlling the intercommunication pipeline to start drainage based on the initial control parameter, and monitoring the change parameter of the double water pool in real time, and judging whether the initial control parameter meets the emergency drainage of the double water pool according to the change parameter; The analysis module is used for analyzing the drainage delay time of the double water pool in combination with the change parameter and the multi-source monitoring data; based on the combination of the change parameter and the multi-source monitoring data, analyzing the real-time water level difference of the double water pool and the current drainage flow of the intercommunication pipeline; according to the real-time water level difference of the double water pool and the current drainage flow of each water pool, calculating the real-time difference between the current drainage flow and the water inflow after the initial control parameter is executed; Obtaining the residual safe capacity of the double water pool; According to the real-time difference and the residual safe capacity of the double water pool, predicting the time from the current time to the overflow critical state of the water pool as the drainage delay time; The first judgment module is used for judging that the initial control parameter meets the emergency drainage of the double water pool if the drainage delay time is within the preset time range; The second judgment module is used for judging that the initial control parameter does not meet the emergency drainage of the double water pool if the drainage delay time is not within the preset time range; The generation module is used for generating the regulation parameter of the intercommunication pipeline based on the judgment result that the initial control parameter does not meet the emergency drainage of the double water pool.

8. A computer device comprising a memory and a processor, the memory storing a computer program, characterized in that, The processor executes the computer program to realize the steps of the method in any one of claims 1 to 6.

9. A computer readable storage medium having stored thereon a computer program, characterized in that, The computer program is executed by the processor to realize the steps of the method in any one of claims 1 to 6.

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