1013 results about "Water hammer" patented technology

The invention discloses a water supply pipe network water hammer control method and system based on multifunctional module fusion, and relates to the technical field of data identification. A time sequence diagram neural network prediction and traceability module which realizes water hammer risk prediction and propagation path traceability based on a causal constraint graph neural network model; the reinforcement learning intervention decision module is used for generating an active intervention strategy through a reinforcement learning agent, forming closed-loop control, abstracting a water supply pipe network into a graph structure, and modeling in combination with a time sequence, so that a propagation path of pressure waves can be comprehensively reflected, a blind area of traditional local modeling is overcome, and the comprehensiveness and accuracy of water hammer event detection are improved; and a causal analysis result is input as an adjacent matrix, so that the interference of irrelevant edges on prediction in topology is effectively eliminated, and the learning efficiency and causal traceability of the model are improved.

The invention discloses a water flow intelligent monitoring system and method, and relates to the technical field of water flow intelligent monitoring, in combination with an actuator health degree evaluation and multi-target prediction control method, the characteristics of a valve and a water pump are finely described by arranging sensors and constructing a digital twinborn model; model predictive control or multi-agent reinforcement learning is adopted to dynamically generate a reliable and efficient control instruction; furthermore, through real-time closed-loop deviation detection and self-adaptive correction, delay, faults or communication abnormity of the actuator can be accurately dealt with; 4, quickly completing self-healing and fault-tolerant control by using a fault prediction and standby scheduling strategy to prevent failure diffusion; and 5, scenes such as rainfall flood, fire fighting and reclaimed water are incorporated into the same framework, and multi-scene coupled comprehensive water resource management is realized, so that water hammer impact and water leakage risks can be effectively reduced, and the safety of the water supply system under complex working conditions or equipment aging is remarkably improved.

The invention discloses an intelligent cooperative switching control system and method for multi-path valve runners, and the method comprises the steps: collecting all-condition operation data of a multi-path valve system, extracting valve switching characteristic parameters, and building a runner mapping relation between paths; a cascade action chain containing time sequence dependence is constructed based on the mapping relation and the switching characteristics, and the action sequence and the trigger condition of each drift diameter are determined; by analyzing the pressure distribution and the flow velocity change in the cascade action chain, predicting the water hammer strength and designing a reverse pressure wave parameter, and generating a water hammer counteracting control instruction; high-low pressure area distribution in the flow field is identified, a flow field complementary cooperation scheme is constructed, and a pressure balance control strategy is generated; analyzing a pressure wave propagation path to determine a superposition elimination point, extracting pressure pulse resonance characteristics and generating time sequence control parameters; and the sequential control parameters are matched with the cascade action chain, synchronous control nodes are determined through delay compensation, and a time-sharing control sequence is generated to achieve intelligent cooperative switching of the multi-drift-diameter valve flow channels.

The invention provides a multi-motor pulse speed regulation control method and system, and relates to the technical field of motor control, the method comprises the steps that a target set quantity and a target motor identifier are obtained, a target driving parameter is obtained through conversion according to a parameter set associated with the target motor identifier, and the parameter set comprises an elastic modulus value and a stress relaxation coefficient of a peristaltic pump hose; real-time driving parameters are maintained for the multiple pulse output channels respectively, and refreshing is carried out at the synchronization moment; operating state feedback values of a peristaltic pump channel and a stirring motor channel are collected, a water hammer effect frequency component and an impeller passing frequency component are extracted, and correction is carried out based on the elastic parameters; and judging whether a cross-channel resonance judgment condition is met or not, and when the condition is met, determining a frequency correction amount and a phase correction amount and applying the correction amounts to at least one pulse output channel, thereby reducing the resonance risk and stabilizing the system operation.

The invention relates to the technical field of water pump system control, and discloses a multi-water-pump parallel cooperative control method and system.The multi-water-pump parallel cooperative control method comprises the steps that multi-sensor data is collected and preprocessed, and a multi-dimensional health state feature vector is constructed; fault feature learning is carried out, fault category prototype representation is constructed in a feature space by using a prototype network, and the distance between different fault types is maximized through metric learning; establishing a transfer learning mechanism, and taking the existing water pump historical fault data as source domain knowledge to transfer to a water pump lacking fault mark data; analyzing the time sequence state change of the water pump, and predicting the fault probability and the remaining service life; the water hammer effect and the pressure fluctuation in the switching process are eliminated by accurately controlling the rotating speed change rate of each pump and the valve opening adjusting time sequence; through innovative small sample learning, knowledge migration and smooth switching control technologies, the problems of fault prediction and smooth switching in the multi-water-pump parallel system are solved.

The invention discloses a post-pumping air tank robustness collaborative design method considering hydraulic parameter time-varying characteristics, which comprises the following steps: defining a hydraulic parameter uncertainty fluctuation interval of a water delivery system in a full life cycle, and setting a body structure decision variable range of a post-pumping air tank; performing combined sampling in the water conservancy parameter uncertainty fluctuation interval and the body structure decision variable range by using a test design method to generate an initial sample set; performing steady-state and transient-state coupling simulation on the initial sample set, constructing a constant-flow operation condition of the water delivery system by using a hydraulic equation, updating a water pump working point and pipeline pressure distribution, performing transient simulation by using a characteristic line method to obtain a hydraulic response index, and training to obtain a water hammer response agent model; constructing a robustness optimization objective function based on failure probability constraint; and performing global optimization on the target function by using an intelligent optimization algorithm, calling the water hammer response agent model to perform random simulation, evaluating a failure probability, and outputting a target design scheme.

The invention relates to the technical field of pressure release valves, in particular to a fire-fighting pipeline linear adjusting pressure release valve and a method, the fire-fighting pipeline linear adjusting pressure release valve comprises a first valve body, and further comprises a third valve body, a second valve body, a third valve core assembly, a second valve core assembly and a third valve core assembly, the second valve body is fixedly connected to the top of the third valve body, and a second valve element assembly is connected to the interior of the second valve body; and the pressure regulating mechanism comprises a pressure assembly communicating with the water outlet end of the first valve body, and the top of the second valve body is connected with an elastic assembly. By arranging the pressure adjusting mechanism, a traditional single spring adjusting mode is broken through, the water pressure in the sealing cover and the mechanical pressure of the adjusting screw rod and the first spring are superposed to form a composite pressure relief threshold value, and a method for linearly and finely adjusting the pressure relief threshold value is added; incompressibility of a water medium is utilized, instantaneous pressure fluctuation is absorbed, fatigue failure of the spring under high-frequency impact is effectively avoided, and the device is suitable for starting and stopping of a fire pump or scenes where water hammers frequently occur.

The invention discloses an underground pipe network monitoring method and system, and relates to the technical field of underground pipe network monitoring, and the method comprises the steps: arranging pressure sensors and flowmeters at key nodes of an underground pipe network, and collecting the pressure time sequence data and flow time sequence data of each node; calculating the hydraulic impedance of each pipe section according to the pressure time sequence data and the flow time sequence data, and constructing a hydraulic impedance space-time field covering a pipe network topology and a time dimension; extracting a space change trend and a time change trend based on the hydraulic impedance space-time field, fusing to generate a space-time gradient anomaly index, identifying a primary leakage suspicious pipe section according to the index, and forming a primary leakage alarm event; the method comprises the following steps: determining water hammer wave propagation characteristics in combination with a topological structure of an underground pipe network and pipe section physical attributes, performing water hammer wave propagation rule consistency verification on a plurality of alarm events by using time and position information of a primary leakage alarm event, and screening out an effective leakage event cluster conforming to physical propagation logic.

According to the correction calculation method for the rigid water hammer turbine model coefficient, the flow coefficient of the water turbine is defined by rated working condition parameters according to the concept of a water head of the water turbine, the flow is rewritten into a function of the guide vane opening degree and the water head of the water turbine, and the problem that the flow measurement difficulty of a hydropower station is large is solved; establishing a water turbine linearization model by adopting a water turbine output equation recommended by IEEE Working Group, and constructing an increment linearization model from the guide vane opening to the water turbine output in combination with a water turbine flow linearization equation; the influence of pipeline hydraulic loss is introduced into a rigid water attack transfer function, a water turbine output transfer function model under the pipeline rigid water attack is established, the model has the same form as a PSD-BPA water turbine model of the China University of Electricity, and a model correction coefficient can be directly calculated, so that the parameter calculation of the model is simplified, and the application is convenient.

The invention relates to the field of fluid pipeline system safety and intelligent control, and provides a water hammer pressure prediction and active suppression method and system. The method comprises the following steps: acquiring a multi-dimensional digital signal flow, and generating a window data matrix sequence through sliding window segmentation and dimensionless; image coding is carried out to form a spatiotemporal feature sequence, the spatiotemporal feature sequence is processed by a double-branch spatiotemporal prediction network, and a prediction feature spectrum sequence is output and decoded to form a prediction waveform matrix; future risk indexes and morphological characteristics are extracted and spliced with the multi-dimensional digital signal flow to form a prediction enhancement state vector, and the prediction enhancement state vector is input into a strategy network to generate valve action control parameters; and a target valve opening curve is decoded, a composite control signal is obtained through feedforward-feedback composite control, actual response data flow and historical data packaging are collected, and a prediction network and a strategy network are updated online through mixed priority screening. According to the method, prospective and self-adaptive water hammer prediction and active suppression are realized, the pressure evolution trend of a pipeline system is informed, and decision support is provided for safe operation of a fluid pipe network.

The invention relates to the technical field of building engineering, in particular to a coupling carbon reduction optimization method for a building water supply and drainage system. The method comprises the following steps: acquiring operation data of a building drainage system; carrying out pump station working condition abnormity analysis based on the building drainage system operation data, and generating pump station working condition abnormity data; extracting a rainwater recovery path according to the building drainage system operation data; performing rainwater recovery pipe network backflow analysis based on the rainwater recovery path to obtain pipe network backflow data; the pipe network bearing pressure is evaluated according to the pipe network backflow data; performing leakage risk assessment based on the pipe network bearing pressure to obtain a pipe network leakage risk; the pump station start-stop times are counted according to the pump station working condition abnormal data; performing water hammer effect analysis according to the start-stop times of the pump station to obtain water hammer effect data; and according to the water hammer effect data and the pipe network leakage risk, identifying a fragile pipe network to obtain fragile pipe network data. The energy efficiency and carbon emission management of the building drainage system are optimized based on the building engineering technology, and the energy-saving and carbon-reducing efficiency is improved.

The utility model discloses a fracturing wellhead water hammer wave tester, which relates to the technical field of petroleum physical exploration, and comprises a wellhead oil pipe buckle joint, a copper gasket, a pressure gauge and a connecting plug, the wellhead oil pipe buckle joint is connected with a wellhead; the copper gasket is arranged between the wellhead oil pipe buckling head and the pressure gauge and is used for sealing and buffering between the wellhead oil pipe buckling head and the pressure gauge; the pressure gauge is used for monitoring wellhead pressure changes in real time; the connecting plug is used for connecting the pressure gauge with an external data processing system. Based on the tester provided by the invention, the pressure change generated during underground fracturing can be accurately and reliably monitored.

The invention relates to the field of hydraulic engineering, and provides a one-way tower theoretical scheme optimization method and system based on an intelligent algorithm, a terminal and a medium, and the method comprises the following steps: collecting pipeline system parameters, and deducing a one-way tower theoretical protection scheme based on a water hammer theory; all theoretical values in the unidirectional tower theoretical protection scheme are extracted, corresponding data of pipeline characteristic parameters and design parameters are generated, a training sample library is constructed, a prediction model is trained through a neural network algorithm, and nonlinear mapping prediction from the pipeline characteristic parameters to the design parameters is achieved; and a target function is constructed based on the output of the prediction model, global optimization is carried out by using the prediction model in combination with an optimization algorithm, and a one-way tower volume and water supplementing amount global collaborative optimization scheme which not only meets the pipeline pressure bearing standard but also minimizes an original target item is obtained. The method can solve the problems of lack of accurate optimization and easy falling into a local optimal solution in the prior art.

The present invention discloses a system comprising an actuation valve for receiving a first pressurized fluid, a piston in communication with the actuation valve, and a flow restrictor for controlling the flow of a second pressurized fluid from the piston. The flow restrictor may vent to ambient pressure and the piston may act as a pinch valve on at least one of an irrigation line.

The invention discloses an electro-hydrogen water coupling system planning method and device considering multi-energy flow dynamic characteristics, and the method comprises the steps: representing the slow dynamic characteristics of gas and liquid in a coupling system pipeline through a hyperbolic isothermal Euler partial differential equation and a hyperbolic water hammer partial differential equation, and considering the AC power flow characteristics of a power distribution network; electric hydrogen water multi-energy flow constraint is obtained; obtaining a decision independent uncertainty scene set according to a preset limited scene set; obtaining a decision dependence uncertainty set according to the hydrogenation demand induction effect; taking the planning cost constraint as a feasible region of a first stage, taking the coupled system operation constraint and the electro-hydrogen water multi-energy flow constraint as a feasible region of a second stage, and constructing a two-stage decision-dependent robust planning model of the coupled system; and solving the two-stage decision dependence robust programming model to obtain a site selection and capacity scheme of the coupled system.

The invention provides a pipeline water hammer monitoring method, device and equipment, and relates to the technical field of oil and gas pipeline monitoring. The method is applied to an SCADA system and comprises the steps that a detected trigger signal of fluid control equipment in an oil conveying pipeline is responded, a pressure signal and a flow signal in the oil conveying pipeline are obtained, and microsecond-level timestamps, corresponding to the trigger signal, of the pressure signal and the flow signal serve as time references; determining physical sparse characteristics according to the pressure signal and the flow signal; and determining whether an event corresponding to the trigger signal is a water hammer based on the physical sparse feature. According to the invention, the accuracy of water hammer positioning is improved.

The invention relates to the technical field of gate valve control systems, and discloses a pilot gate valve intelligent control system for a hydraulic valve, which comprises a valve body, and the valve body comprises a main valve clack, a hydraulic cavity, a pilot valve assembly, an intelligent control unit, a multi-source sensor, a human-computer interaction interface and a cloud server. According to the pilot gate valve intelligent control system for the hydraulic valve, a valve operation digital mirror image is built through the multi-source sensor set, the pressure sensor captures the pressure difference of a main valve, a reference is provided for water hammer suppression and the like, the electromagnetic flowmeter conducts non-contact measurement and adapts to multiple media, abrasion errors are avoided, and the magnetostriction displacement sensor monitors valve clack micro-motion; the vibration sensor carries out early warning on hidden dangers such as sealing abrasion through three-axis data, the temperature sensor corrects interference of fluid characteristics on control, the five sensors work cooperatively, all-directional monitoring of fluid parameters and mechanical states is achieved, data are accurately input for intelligent control, and efficient and stable operation of the valve is guaranteed.

The invention discloses a one-way adjustable nozzle for gas immersion jet. The one-way adjustable nozzle comprises a spring chamber and a pressure chamber. A pressure spring and a pressure relief hole are arranged in the spring chamber, the pressure chamber comprises a gas inlet, a connecting rod and a nozzle plug, and a sliding block is arranged on the boundary of the two chambers. According to the invention, in a non-starting stage and an air inlet initial stage, reaction immersion jet flow bath liquid is prevented from flowing back into the nozzle to corrode or solidify and block the nozzle, and condensation immersion jet flow bath liquid is prevented from further flowing into a pipeline to cause a water hammer or a phenomenon that a measurement sensor is damaged due to water inlet; therefore, the service life of experimental equipment is prolonged and the experimental safety is enhanced. Furthermore, the device is simple in structure, does not need other power supplies, is high in reaction speed, is high in precision, is high in bearing capacity, can achieve the precise blocking of bath lotion with different pressures, and meets the application demands of different gas pressure working conditions.

The invention relates to a method for preventing a water hammer from being cut off during high-speed operation of a pipeline, which comprises the following steps of: 1, calculating pipeline pressure under various water levels and different flows according to the length of the pipeline, the inner diameter of the pipeline and the category of internal corrosion prevention, and preliminarily determining the opening degree corresponding to the flow required by operation of a flow regulating and pressure regulating valve; secondly, at least three cut-off methods including quick closing, slow closing and two-stage closing are proposed based on the initial opening degree of the flow and pressure regulating valve, the water hammer effects of all the cut-off methods are compared through simulation analysis, and the optimal cut-off scheme is selected; 3, verifying the optimal cut-off scheme in actual water supply operation of the water delivery pipeline; and fourthly, an automatic control system is additionally arranged at the position of the flow and pressure regulating valve, parameters are set through the system according to verified data, and automatic regulation and control over the opening degree of the valve and flow control are achieved. Unattended operation is achieved, sudden change of pressure borne by the pipeline can be effectively avoided, and operation stability is guaranteed.

The invention belongs to the technical field of data processing, and particularly relates to an intelligent analysis method and system for valve performance test data, and the method comprises the steps: constructing a dynamic sensitivity factor capable of reflecting the system stability through analyzing the change rate of a flow time sequence and the fluctuation of a current time sequence, and generating a fatigue factor in combination with a pressure range; further, an abnormal pressure peak value caused by the water hammer effect is identified and quantified, and a fatigue factor is corrected to obtain a degradation acceleration factor which can better reflect real physical wear; finally, the composite dynamic features and the traditional static features are jointly input into a GBDT model for training, so that early failure symptoms can be captured, and the accuracy and reliability of prediction of the remaining service life of the valve are improved.

The invention discloses a slow-closing check valve and relates to the technical field of valves, the slow-closing check valve comprises a valve body and an opening and closing mechanism, the valve body is provided with an inner cavity, the two ends of the inner cavity are open, and the inner cavity comprises a rotating cavity in the middle and two channels on the two sides; the opening and closing mechanism comprises a main valve clack and an auxiliary valve clack, the main valve clack is rotationally arranged above one side of the rotating cavity and opens or closes the channel in a rotating and swinging mode, a liquid passing opening is formed in the main valve clack, and the auxiliary valve clack is rotationally arranged above the liquid passing opening and opens or closes the liquid passing opening in a rotating and swinging mode; rotation between the auxiliary valve clack and the main valve clack has a damping effect. The valve has the advantages that the water hammer effect is effectively relieved, sequential closing of the main and auxiliary valve clacks is achieved, and the safety of a pipeline system is improved.

The invention provides a shale gas well inter-well pressure channeling identification method, system, device and medium, the shale gas well inter-well pressure channeling identification method comprises the following steps: carrying out well test analysis in a pump stop pressure drop stage after fracturing, and collecting data; the bottom hole pressure is calculated, and pressure data oscillation caused by the water hammer effect is eliminated; drawing a pressure difference and pressure difference derivative double logarithmic curve based on the bottom hole pressure data; establishing a shale gas well non-uniform fracture multi-zone coupling well test seepage model; the model parameters are adjusted, a pressure difference and pressure difference derivative double logarithmic curve is fitted, and when the model result is close to the drawn pressure difference and pressure difference derivative double logarithmic curve, the crack parameters of the model parameters are obtained through inversion; judging whether the crack parameter is too high or not; and determining the relationship between the child well group and the mother well group, analyzing the pressure difference and pressure difference derivative curve morphological characteristics of the fracture parameter high section, and judging whether pressure channeling occurs or not. The system can realize the method. According to the method, the inter-well pressure channeling identification efficiency in the well group synchronous fracturing period can be improved.

The invention relates to the technical field of oil well exploitation equipment, in particular to an underground coiled tubing capable of controlling the flow of produced liquid. The device comprises a double-layer pipe fitting and a flow control assembly. The motor drives the side frame to slide up and down along the inner wall of the extension plate through the control shaft, then the variable section pipe is driven to move up and down in the inner pipe, when the variable section pipe moves downwards, the area, exposed out of the bottom of the packer, of the square opening is increased, otherwise, the area is reduced, and the flow in unit time is changed by changing the exposed circulation sectional area of the square opening; meanwhile, when the variable fluid moves upwards to reduce or moves downwards to increase the circulation sectional area, the elastic piece is synchronously compressed or stretched to increase or reduce pressure, the pressure balance of the liquid in the first oil cavity is maintained, and the purpose of adjusting the flow is achieved. The conditions of cavitation damage, water hammer vibration and the like caused by remarkable reduction of the pressure in the pipeline can be avoided, and therefore stable operation of the pipeline can be guaranteed while the flow can be adjusted.

The utility model relates to the technical field of regulating valves, and discloses a self-operated high-pressure-difference regulating valve which comprises a pipeline assembly and a buffer assembly installed in the pipeline assembly, the pipeline assembly is fixedly installed on the two sides of a valve assembly, a transmission assembly is fixedly installed on the valve assembly, a feedback assembly is fixedly installed on the transmission assembly, and when equipment operates, the buffer assembly is fixedly installed on the pipeline assembly. Water flow passes through the water pipe and flows into the valve assembly, in the process, the liquid baffle is driven by high pressure to rotate and deviate inwards along the rotating rod, meanwhile, the liquid baffle is driven to rebound to the original position under the rebound effect of the rebound spring, part abrasion caused by a water hammer is avoided, meanwhile, liquid pressure is conducted to an inner cavity of the piston cylinder through the communicating pipe, and the valve element and the valve rod are driven to be pressed downwards; in the downward pressing process, the through hole in the communicating position of the through groove and the valve element is gradually reduced, and therefore flowing hydraulic pressure is adjusted more smoothly and stably.

The invention discloses a closed-loop control method for a hydraulic control butterfly valve of a PCCP (prestressed concrete cylinder pipe) long-distance high-pressure water conveying pipeline, and belongs to the technical field of long-distance high-pressure water conveying pipeline control. The problems that in the prior art, due to manual scheduling or single-point PID control, a long-distance PCCP water conveying system has response lag and lacks global cooperation, the water attack risk is difficult to effectively deal with, and the optimal overall energy consumption of the system cannot be considered are solved. According to the invention, by constructing a hierarchical control architecture in which a distributed measurement and control network is coordinated with a central supervision control and data acquisition system platform, a variable-parameter PID control algorithm is built in an equipment PLC, so that millisecond-level identification and active suppression of a sudden water attack working condition are realized; a hydraulic simulation model and a multi-objective optimization algorithm are deployed in a central supervision control and data acquisition system master station, and a whole-line optimal pressure set value is solved through iterative calculation and is issued to each PLC for execution, so that the system energy consumption minimization is realized on the premise of ensuring the pipeline safety.

The invention relates to the technical field of hydroelectric generation, and provides a low-energy-consumption water circulation power generation device which comprises a water circulation power generation device body, the water circulation power generation device body comprises a water circulation assembly and a power generation assembly, the water circulation assembly is used for making water flow circularly flow, and the power generation assembly is used for generating power through the circulating water flow; the water circulation assembly comprises an energy storage water tank, a high-level water tank and a plurality of groups of water return parts; each group of water return part comprises a water turbine pump, a tail water tank, a hydraulic ram, a high-pressure tank and a water lifting tank; water flow flowing out of the high-position water tank can completely flow back to the high-position water tank through acting of the water turbine pump, the water lifting tank and the water suction pump, and water circulation operation is completed; due to the fact that only the water suction pump is needed for water lifting, external energy is not needed for driving, energy consumption needed by water circulation is extremely low, the water flow generator can generate electricity in the water circulation process to be used by the water turbine pump, and energy consumption is further reduced.

The invention relates to the technical field of municipal water supply, in particular to an intelligent regulation and control method for direct connection type pipe network pressure-superposed water supply equipment, and the method comprises the steps: extracting the structure and operation feature information of the pressure-superposed water supply equipment and a pipe network connected with the pressure-superposed water supply equipment through a water supply knowledge graph, and building a digital twin hydraulic model; performing simulation calculation and evaluation on hydraulic response of the candidate regulation and control actions in a preset prediction time domain in each regulation and control period, and constructing a first safety constraint based on a negative pressure risk index and a water attack risk index; meanwhile, anti-fact reasoning is conducted on candidate regulation and control actions on a working condition causal graph model, a second safety constraint and strategy prior are constructed in combination with a predefined accident chain, and a safety action domain is limited from physical simulation and working condition causal double-layer constraint; regulation and control actions possibly causing safety incidents such as negative pressure, water hammer or pipe explosion can be recognized and eliminated in advance before control issuing, and compared with a traditional control mode only based on in-situ pressure regulation or an empirical threshold value, the water supply safety risk can be remarkably reduced.

The invention discloses an open hole vertical well fracturing crack position identification method based on density clustering, which belongs to the technical field of hydraulic fracturing, and comprises the following steps: collecting a water hammer signal at the moment of pump stop by using a high-frequency pressure monitor; performing filtering processing on the signal by using an FIR filter; carrying out deconvolution processing on the filtered signal by adopting a cepstrum analysis method, and extracting crack reflection characteristics; determining the position of a liquid inlet point by combining an impedance identification technology; and performing dynamic analysis by using a density clustering method according to the determined liquid inlet point position, and identifying the crack number and the main body position based on the liquid inlet point space density. By the adoption of the method, the spatial distribution of the liquid inlet points is obtained through water hammer signal processing, the spatial density of the liquid inlet points is analyzed based on the density clustering analysis method, and therefore crack position recognition in the complex liquid inlet process such as vertical well open hole fracturing is achieved.

The invention belongs to the technical field of pipeline flow monitoring, and particularly relates to a long-distance water delivery pipeline flow monitoring method fused with terrain dynamic compensation, which comprises the following steps: selecting a long-distance water delivery pipeline reference point, and synchronously acquiring reference flow and static pressure; based on a multi-source data fusion technology, constructing a pipeline terrain elevation parameter model, generating a three-dimensional terrain matrix, calculating an elevation difference, a gradient and a curvature radius, and constructing a terrain correction matrix; on the basis of Darcy formula correction, down-slope section kinetic energy suppression and a down-slope section pressure compensation algorithm, head loss is corrected, potential energy conversion errors are suppressed, and water hammer effect interference is eliminated; the flow in the pipeline is corrected through edge calculation, and global flow balance verification is carried out; and pipe bursting or leakage points are positioned in an auxiliary manner based on an integrated visual platform. According to the method, the measurement precision of the pipeline flow under the complex terrain is effectively improved, and a high-precision and all-terrain self-adaptive intelligent monitoring and early warning platform is provided for a long-distance water conveying pipeline.

The invention discloses a digital twinning-based multistage water-saving ship lock navigation safety guarantee method and system, and the method comprises the steps: collecting multi-source sensing data, generating an alignment data flow and a quality evaluation report, and updating a digital twinning state; by means of the aligned data flow and the quality evaluation report, through non-contact observation and probability fusion, mooring force probability distribution is obtained; based on the digital twinning state and the alignment data flow, identifying a hydraulic impulse response and adopting hydraulic phase lock tracking to generate a vibration suppression opening template; and in the digital twin system, integrating the mooring force probability distribution and the vibration suppression opening template, executing distribution robust random control barrier optimization, and outputting an executable valve track. According to the method, water hammer oscillation can be actively inhibited, robust safety guarantee is provided for uncertain mooring force, and the navigation safety of the large water-saving ship lock is effectively improved.