31 results about "River level" patented technology

The invention discloses a river-groundwater response and connectivity quantification method based on an event scale. The method comprises the following steps: acquiring rainfall, river water level and groundwater level time sequence monitoring data of a research area; identifying an independent precipitation event; identifying an effective runoff response event, and calculating the features of the quantitative event scale river response; effective groundwater response events are identified and classified, and features of groundwater responses of quantitative event scales are calculated; and calculating the response peak time lag of the river and the underground water, and constructing a dynamic connectivity index. The method breaks through the limitation of a traditional steady-state analysis method, can realize dynamic response characteristic and connectivity evaluation with high time resolution, has high universality and expandability, can systematically reveal the event-driven coupling process of the river and the underground water, and improves the reliability of the river and the underground water. The method is suitable for water resource evaluation and connectivity diagnostic analysis in areas with complex climate-geological conditions.

The invention provides a method, device and equipment for regulating and controlling the water level of an inner ditch river of a drainage system, and the method comprises the steps: obtaining the water gate water level data of the inner ditch river and the pipe point data related to a discharge port; according to the sluice water level data, determining a riverway water level line; according to the river channel water line and the discharge outlet water line, obtaining a discharge outlet submerging state; performing infiltration defect evaluation on the pipe point data to obtain an infiltration defect evaluation result; performing mixed connection defect evaluation on the pipe point data to obtain a mixed connection defect evaluation result; according to the infiltration defect evaluation result and the mixed connection defect evaluation result, obtaining and displaying a backward flow path analysis result; and controlling the gate opening degree of the water gate according to the discharge outlet submerging state and the backward flow path analysis result. According to the invention, the accuracy and efficiency of backflow prevention and control of the drainage port of the drainage system, underground water infiltration troubleshooting, intelligent identification of the rain and sewage mixed connection point and troubleshooting of the running state abnormity of the sewage pipe network can be improved.

The invention provides a surface water-underground water integrated simulation method and system coupled with a glacier module, the method is based on an extended SWAT-GL model, rainfall, accumulated snow melt water and glacier melt water are jointly used as daily effective rainfall input, infiltration supply and river water level are transmitted to MODFLOW through a daily interface, and the water level of the MODFLOW is effectively simulated. And simulating underground water head change and surface water-underground water exchange capacity by utilizing a three-dimensional underground water flow equation, and feeding back a result to SWAT-GL river water balance, thereby realizing bidirectional dynamic coupling of the glacier-accumulated snow-surface-underground water whole process. The system breaks through the limitation that glacier mass balance and groundwater dynamics are difficult to depict synchronously in cold region simulation, can reveal a supply and regulation mechanism of glacier melt water to a groundwater system under the driving of climate change under a fine time scale, and remarkably improves the simulation capability of a cold region water circulation key process.

The application provides a groundwater level prediction method and system based on multi-source data, and relates to the technical field of groundwater level prediction.The application integrates meteorological, hydrological, geological and human activity data, constructs three types of key indexes, namely natural recharge parameters, natural loss parameters and artificial disturbance parameters, corrects the parameters based on seasonal, historical data and other data, and establishes a water level prediction model by using a deep learning network.The method realizes high-precision and strong self-adaptability of groundwater level dynamic prediction by collecting data such as precipitation intensity, river level, evaporation intensity, groundwater runoff index and exploitation amount, and significantly improves the prediction accuracy under the coupling action of complex nature and human.

The utility model relates to the technical field of ecological management, in particular to a riverway water conservancy ecological management floating platform which comprises a mounting frame, an adjusting frame, sliding blocks, sliding rods and an auxiliary assembly, the mounting frame is fixedly connected with a mounting rope, the sliding blocks are fixedly connected with the mounting frame, the sliding rods are slidably connected with the sliding blocks, and the adjusting frame is fixedly connected with the sliding rods. When the horizontal plane of the river channel rises, a mounting frame is driven to move, the mounting frame moves to drive a sliding block to move on a sliding rod, meanwhile, the mounting frame drives a mounting rope to move, and the mounting rope moves to drive a treatment device to move, so that the treatment device is freely adjusted according to the height of the horizontal plane of the river channel. And one end, far away from the mounting rope, of the fixed anchor rod is obliquely inserted into the river bank for fixing the floating platform, however, the floating platform of the device cannot be adjusted according to the horizontal plane due to inconsistent horizontal planes of the river channel in rainy seasons, so that the universality of the device is reduced.

The invention provides an exhausting and danger removing device and method for river and beach surface soil. The device comprises an exhausting solid pipe section and an exhausting floral pipe section which are connected with each other. The bottom of the exhaust solid pipe section is buried in a river beach weak permeable soil layer, the top end is provided with a top sealing plate for preventing rainwater from entering, and the top side is provided with a horizontal exhaust hole higher than the designed flood level for exhausting; the top of the exhaust floral pipe section is connected with the bottom of the exhaust solid pipe section, the periphery of the exhaust floral pipe section is wrapped with nylon gauze and filled with inverted filter sand to form an inverted filter system to prevent sand from entering, and the bottom of the exhaust floral pipe section is provided with a bottom sealing plate to prevent soil particles from entering the pipe and ensure that gas is collected and exhausted. When the water level of a rainstorm river suddenly rises to form gas sealing after long-term drought, pressure gas generated by'water-gas displacement 'of a sandy gravel stratum can be discharged, 'cavitation' damage of a surface soil body of an embankment beach land is prevented, the anti-seepage function of an aquitard is protected, and the flood prevention safety of the embankment in the flood season is guaranteed.

The present invention discloses a method and system for emergency dispatching of a group of pump stations. The method for emergency dispatching of a group of pump stations proposed in the present invention can timely and quickly uniformly dispatch multiple pump stations to cope with complex and rapidly changing water conditions. Specifically, the current water level of the outer river and the rising speed of the outer river water level obtained by the monitoring controller and the water level sensor are first used to judge in real time whether the emergency dispatching conditions are met. If the emergency dispatching conditions are met, the cloud server will generate corresponding emergency dispatching instructions according to the current water level of the outer river and the rising speed of the outer river water level of each pump station, and send the emergency dispatching instructions to the pump station controller of the corresponding pump station. Then, the pump station controller controls the start and stop of each water pump in the pump station based on the received emergency dispatching instructions, thereby realizing emergency linkage dispatching of multiple pump stations in the area, and being able to respond to flood conditions more efficiently and timely.

The utility model provides an ecological wetland water inlet control device which comprises a floating body box, a water inlet is formed in the side wall of the floating body box, and a supporting plate and a weir flow plate are arranged in the floating body box; the bottom elevation of the water inlet is lower than the river level, one end of the supporting plate is fixed to the lower side of the water inlet, and the weir flow plate is fixed to the supporting plate. One end of the pipeline is communicated with the bottom outlet of the floating body box, and the other end of the pipeline penetrates through a retaining wall between the river and the wetland system; the slag blocking net is tightly attached to the weir flow plate; the lower side of the slag blocking net is fixed on the weir flow plate or the supporting plate, and the upper side is fixed on the top of the floating body box. According to the ecological wetland water inlet control device disclosed by the utility model, the slag blocking net is arranged at the weir flow plate, so that large sundries or garbage in river water flowing through the weir flow plate can be blocked, the large sundries or garbage in the river water is prevented from entering the floating body box, and the floating body box and a pipeline are prevented from being blocked due to the entering of the sundries or garbage; and the water flowing into the wetland is kept clear.

The application provides a kind of coupling ice module surface water-groundwater integrated simulation method and system, which is based on the extended SWAT-GL model, and inputs rainfall, snowmelt and glacial melt water as daily effective rainfall, transfers the infiltration recharge and river level to MODFLOW through daily interface, simulates the change of groundwater head and the exchange amount of surface water-groundwater by using three-dimensional groundwater flow equation, and feeds back the results to SWAT-GL river water balance, realizes the two-way dynamic coupling of the whole process of glacier-snow-surface-groundwater. The system breaks through the limitation that it is difficult to simultaneously depict the glacier mass balance and groundwater dynamics in cold region simulation, and can reveal the recharge and regulation mechanism of glacial melt water to groundwater system under the driving of climate change at a fine time scale, significantly improving the simulation capability of key processes of water cycle in cold regions.

The invention relates to an unsaturated water flow and saturated water flow coupling estimation method and system, and the method comprises the steps: building an underground water flow motion analysis model considering the influence of an unsaturated zone, solving the underground water flow motion analysis model, and obtaining an underground water head driven by the fluctuation of a river water level and a river-underground water interaction flux semi-analytical solution; collecting aquifer water level monitoring data of hydrogeological parameters to be estimated, and performing dimensionless processing on water level time sequences of a plurality of monitoring holes in the aquifer water level monitoring data to obtain dimensionless monitoring water level data; fitting wiring is carried out on the semi-analytic solution of the underground water head and the river-underground water interaction flux obtained by the analytic model and actually measured dimensionless monitoring water level data, a fitting curve meeting the set requirement is selected, and a parameter value corresponding to the fitting curve serves as a corresponding hydrogeological parameter estimated value of the aquifer; according to the method, the influence of unsaturated zone water flow is fully considered, so that the analytical model is closer to the actual situation.

The present invention provides a device and a recognition method for quickly in-situ recognizing the exchange relationship between river water and groundwater. The device includes an outer pipe body, an inner core pipe, a drill bit, a first measuring pipe, a second measuring pipe, and a vacuum pumping device. Side through holes are provided on the side wall of the outer pipe body. The outer pipe body is fixedly connected to the inner core pipe through a bottom wall orifice. The drill bit is detachably connected to the lower end of the inner core pipe. The first measuring pipe is communicated with the second measuring pipe. The first measuring pipe extends into the inner core pipe, and the second measuring pipe extends into the outer pipe body and is located outside the inner core pipe. When the vacuum pumping device is communicated with both the first measuring pipe and the second measuring pipe, it is used to pump out the air in the first measuring pipe and the second measuring pipe. This method constructs a relatively closed system that integrates river water level and groundwater. Based on the relative height of the liquid surface in the static state or the flow direction in the moving state, the rapid recognition of the river water-groundwater exchange relationship at any position of the river is realized.

1. Name of the product in this design: Water level and flow rate monitor. 2. Purpose of this design: A portable measuring device for monitoring river water levels and flow rates. 3. The key design feature of this product is its shape. 4. The image or photograph that best illustrates the design's key points: 3D view 1.

The invention discloses a radon tracing-multi-field coupling river bank karst collapse dynamic early warning method, and belongs to the field of geological disaster monitoring and early warning. The method comprises the following steps: collecting radon concentration data of river water and underground water on both sides along a target river reach system by using a portable radon detector; calculating underground water discharge flux based on the radon concentration data, and generating a discharge flux distribution diagram through spatial interpolation; establishing a radon isotope-seepage-subsurface erosion-mechanical stability multi-field coupling model; based on the multi-field coupling model, calculating karst collapse stability coefficients under different water exchange intensities; determining the variable amplitude of the critical river water level as an early warning threshold value, and dividing risk grades; and dynamic early warning and graded prevention and control based on river water level monitoring are implemented. The radon isotope tracing technology and the multi-field coupling model are combined and applied to karst collapse early warning for the first time. A complete disaster-causing chain of river water level fluctuation, water exchange enhancement, subsurface erosion development, permeability increase and sudden collapse is disclosed.

The application discloses a kind of river bank line and river level height measurement method based on three-dimensional laser point cloud, comprising the following steps: erecting laser radar on river, collecting the point cloud in target area, clustering extraction river bank line point cloud, obtaining the two-dimensional projection point cloud of river bank line point cloud, based on concave hull algorithm obtains the point cloud coordinate of river bank profile, creates water surface elevation table;The water surface elevation table created in, horizontal table header indicates the position of river bank profile in river, vertical table header indicates the x coordinate, z coordinate of corresponding position.The application can not only measure the horizontal position of river bank line compared with traditional method, but also obtain its relative height, further fit accurate river water level equation on this basis, provide information support for hydrological measurement and ship overheight early warning system.

1. The name of the design product: emergency water level flow rate monitor. 2. The use of the design product: for river water level flow rate monitoring, used with unmanned aerial vehicles and cloud platforms. 3. The design points of the design product: in shape. 4. The picture or photo that best indicates the design points: perspective view.

The invention relates to the technical field of town drainage control, solves the technical problems of inflexible adjustment and response lag caused by traditional fixed threshold triggering and remote monitoring control, and particularly relates to a forced drainage system control method for a town drainage network, which comprises the following steps: periodically collecting real-time water level data, and synchronously recording a collection timestamp; according to the difference value of the water level changes delta h1 and delta h2 of the riverway and the inland river within the time delta t, the rising speeds of the water levels on the two sides are calculated respectively; performing multi-stage filtering processing on the water level rising speed to obtain a final water level rising speed; and executing a dynamic cooperative control strategy of actively switching the operation mode to shorten the waterlogging response time. According to the invention, efficient, energy-saving and reliable operation of the urban drainage system is realized through multi-mode cooperative control, an intelligent prediction algorithm and a hierarchical adjustment strategy. The system has good adaptability and expansibility, and parameter adjustment and function expansion can be carried out according to hydrological conditions and flood control standards of different regions.

The application discloses a mountain torrent disaster early warning index correction method under non-stationary conditions and relates to the technical field of disaster early warning, which comprises the following steps: step one, collecting rainfall, river level and branch stream convergence inlet water flow movement data in real time and preprocessing; step two, calculating a river jacking model by using the preprocessed data, predicting the jacking effect, and if the jacking effect exists, proceeding to step three, and if the jacking effect does not exist, keeping a critical rainfall threshold; step three, further calculating a hydrological state model, predicting whether the branch stream breaches the bank, updating the threshold and early warning if the branch stream breaches the bank, and returning to step two if the branch stream does not breach the bank. The application collects multiple data by using ultrasonic sensors and electromagnetic current meters, builds a model to predict the jacking effect, dynamically updates the critical rainfall, avoids the adaptation failure of the traditional fixed threshold, prevents early warning lag from aggravating disasters, disassembles water flow data, differentiates and weights in different zones, improves the precision of hydrological evaluation, combines data preprocessing, and provides reliable support for mountain torrent early warning and flood control decision-making under non-stationary conditions.

The invention relates to the field of water level self-adaptive prediction, and discloses an inland river water level self-adaptive prediction method based on a deep learning prediction model, which comprises the following steps: acquiring inland river associated data of an inland river channel, carrying out data space-time characteristic statistical analysis, and carrying out matrix construction on the space-time of the data; the method is used for constructing a model for predicting the water level in real time, finally conducting closed-loop learning updating on the model, and controlling the model to achieve self-adaptive inland river water level prediction. According to the method, high-precision inland river water level prediction can be adaptively realized through a multi-source data driving mode, and the prediction efficiency and the prediction accuracy are improved.

The invention relates to the technical field of pump station control, in particular to a pump station remote water gate opening degree control method and system. A control unit of the pump station is in a local control state, a first water level gauge sends a monitored real-time outer river water level value to the control unit, and a second water level gauge sends a monitored real-time inland river water level value to the control unit; the difference value between the real-time outer river water level value and the real-time inland river water level value can reflect the water level difference value between the inner river and the outer river at the pump station, starting and stopping of a hydraulic lifting cylinder are controlled based on the real-time outer river water level value and the real-time inland river water level value, a gate of the pump station is driven to ascend and descend through the hydraulic lifting cylinder, and the opening degree of a water gate of the pump station is adjusted; for example, when the water level difference value is too large, a gate of the pump station is driven to ascend, and therefore the opening degree of the water gate of the pump station is increased; when the water level difference is small, the gate of the pump station is driven to descend, so that the opening degree of the water gate of the pump station is reduced; manual operation is not needed any more, and the opening degree of the gate of the pump station can be adjusted more timely and efficiently.

The present invention provides a method for rapid assessment of urban flooding risk based on terrain smoothing, comprising the following steps: S1. interpolating embankment elevation points using spatial interpolation technology to generate a starting water level surface, combining the starting water level surface with smoothing high-precision digital elevation model data to generate a virtual terrain; S2. performing spatial interpolation calculation on inland river water level monitoring point data to generate surface data, assuming that the surface data at this time is the water level surface data of the monitoring area; S3. performing spatial overlay analysis on the virtual terrain described in S1 and the water level surface data described in S2 to generate the inundation surface and inundation depth of the monitoring area; S4. extracting urban flooding risk objects by combining the inundation surface, inundation depth and underlying surface information of the monitoring area, thereby solving the technical problem of misjudgment of urban flooding risk in low-lying underground areas in the prior art.

The present invention discloses a method for determining the drainage flow of a drainage pump station, comprising the following steps: step 1, confirming the flow process boundary of the upstream of the flooded area during the flood and the water level process boundary of the downstream of the flooded area during the flood; step 2, determining the starting water level value of the flooded area; calculating the corresponding channel flow rate under different inland river water levels in the flooded area; step 3, selecting a number of drainage flow values, and calculating the inland river water level-inland river volume relationship curve under different pump discharge flow rates; step 4, obtaining the highest inland river water level corresponding to each drainage flow value; step 5, comprehensively considering and selecting the best solution, the pump discharge flow in the solution is the drainage flow value of the drainage pump station. The present invention proposes an efficient and simple pump station scale design method, which can avoid the phenomenon that the upstream flooded area occurs waterlogging, while the drainage pump station downstream of the flooded area cannot operate at full load during the pump station design stage.

This paper discloses a method for quantifying river-groundwater response and connectivity at an event scale. The method involves: acquiring time series monitoring data on rainfall, river water levels, and groundwater levels in a study area; identifying independent precipitation events; identifying effective runoff response events and calculating and quantifying the characteristics of the river response at the event scale; identifying and classifying effective groundwater response events and calculating and quantifying the characteristics of the groundwater response at the event scale; and calculating the time lag between the peaks of the river and groundwater responses to construct a dynamic connectivity index. This method overcomes the limitations of traditional steady-state analysis methods, enabling high-temporal resolution dynamic response characterization and connectivity assessment. It is highly versatile and scalable, capable of systematically revealing the event-driven coupling process between rivers and groundwater, and is suitable for water resource assessment and connectivity diagnostic analysis in regions with complex climatic and geological conditions.

1. The name of the design product: integrated pump gate. 2. The use of the design product: for realizing drainage and preventing high water level in inland river. 3. The design points of the design product: in shape. 4. The picture or photo best indicating the design points: perspective view.

The invention discloses an urban blue line delimiting method, device and equipment, a medium and a computer program product, and the method comprises the steps: obtaining a remote sensing image and DEM data, and extracting a river channel center line and a river channel side line from the remote sensing image; according to the DEM data, the riverway center line and the riverway sideline, a riverway water collection range and a corresponding waterlogging risk grade are delimited; dividing a river channel grade according to the river channel discharge bearing flow, determining a river channel section type according to the river channel grade, calculating a river channel drainage width under a drainage standard according to the river channel section type and the river channel discharge bearing flow, and generating a river channel planning water area boundary; and according to the territorial space planning three-area three-line, the waterlogging risk level and the river channel level, extending the boundary of the river channel planning water area by a first distance to generate a river channel blue line. According to the method, the waterlogging risk is fully considered, territorial space planning three areas and three lines are joined, planning conflicts between river blue lines and other lands are reduced, city-water fusion development can be promoted, and operability and feasibility are achieved.

The invention provides an underground water level change prediction system based on machine learning. The underground water level change prediction system comprises a data acquisition module, a data preprocessing module, a feature engineering module, a machine learning prediction model module and a prediction result output module, according to the method, a comprehensive feature set containing multi-source data such as underground water level time sequence data, rainfall, evaporation, river water level and soil humidity is constructed, modeling is performed by using a high-performance machine learning model such as a gradient boosting decision tree, and a complex nonlinear relation and a hysteresis effect for driving underground water level change can be deeply excavated; and the prediction precision is obviously improved. According to the method, a complete automatic process from data acquisition, cleaning and feature engineering to model prediction and result output is integrated. The feature engineering module can flexibly construct features with physical significance according to a hydrological cycle, manual experience intervention is reduced, and the intelligence and the adaptive capacity of the system are improved; cloud or local deployment is supported, and a convenient data interface and a user access interface are provided.

This invention relates to the field of adaptive water level prediction, and discloses an adaptive inland river water level prediction method based on a deep learning prediction model. The method includes the following steps: collecting inland river correlation data and performing spatiotemporal characteristic statistical analysis of the data; constructing a matrix for the spatiotemporal analysis of the data to build a model for real-time water level prediction; and finally, performing closed-loop learning and updating of the model to control the model to achieve adaptive inland river water level prediction. This invention can adaptively achieve high-precision inland river water level prediction through a multi-source data-driven approach, improving prediction efficiency and accuracy.

The invention relates to the technical field of flood control revetments, and discloses a gabion informatization flood control revetment for river bank slope governance, which comprises an infiltration mechanism, a monitoring mechanism, an assembling mechanism, a mesh cage mechanism and a reverse osmosis assembly, the mesh cage mechanism protects a liquid spraying assembly through a wear-resistant support strip and enhances the flexibility of a rectangular steel bar through a liquid spraying elastic pipe, and the reverse osmosis assembly is arranged on the periphery of the mesh cage mechanism. After a rectangular steel bar and a liquid spraying elastic pipe of the liquid spraying assembly are completely broken, a liquid spraying spring drives a first plunger to rebound, so that dyeing liquid in the liquid spraying elastic pipe is sprayed to stones, and rapid marking of the damaged mesh cage mechanism is achieved; according to the infiltration mechanism, water and filling soil are separated through a reverse osmosis assembly between a first infiltration plate and a second infiltration plate, a cavity area formed by long-time washing is prevented, when the river surface rises, river water enters the upper portion of a tidal sliding block from a second tidal hole, the tidal sliding block is extruded downwards and drives a tidal pressing plate to be opened, and then the river surface rises. And river water enters the underground reservoir.

The invention discloses a pressure-limiting discharge structure for a tunnel to pass through a large strong flowing water underground river, and belongs to the technical field of tunnel construction, the pressure-limiting discharge structure comprises the tunnel and the underground river, a drainage tunnel is arranged below the underground river, a plurality of communication structures are arranged between the drainage tunnel and the underground river, and the communication structures are used for communicating the drainage tunnel with the underground river; a drainage ditch is formed in the bottom of the tunnel, a drainage pipe communicated with the underground river is arranged at the bottom of the drainage ditch, a check block used for blocking the drainage pipe is slidably connected into the drainage pipe, a plurality of supporting rods are arranged at the bottom of the check block, and a plurality of supports are arranged in the drainage pipe. The supporting rods penetrate through the corresponding supports and are in sliding connection with the supports, and hydraulic buffers are arranged between the supporting rods and the supports. An annular groove is coaxially formed in the inner wall of the drainage pipe and located between the device support and the check block. The problem that the danger to the tunnel is increased when the underground river water level rises is solved.

The present invention belongs to the technical field of marine equipment, and discloses an inland port ship load measurement device, including a connecting mechanism, an observation mechanism and a driving mechanism. In the present invention, through the connecting mechanism and the observation mechanism, when the ship is docked at the port, because the shell and the water inlet pipe are below the horizontal plane, the river water will enter the connecting mechanism and the observation mechanism from the bottom of the water inlet pipe, so that the river water is located in the connecting pipe. When there is a strong wind in the port or other ships enter the port, causing the liquid level to fluctuate, because the water inlet of the water inlet pipe is below the fluctuation layer, the fluctuation of the water surface has little effect on the liquid level in the connecting pipe or even no change. At this time, it is possible to intuitively observe where the water surface is at this time through the observation window and the scale, without the need to dock the ship in a special measurement area, which is convenient for calculating the ship load and improves the overall measurement efficiency of the port.

The present application provides a kind of river type narrow foundation pit anti-heave stability calculation method, by considering the blocking effect of circular sliding heave on side soil and supporting structure, introduce topographic related factors slope angle and river distance, and river level variation produces four parameters of force and seepage force to traditional calculation method, obtain the calculation result of river type narrow foundation pit anti-heave stability.The upper part of the soil in the soil outside the pit slope angle and river distance, and river level variation produces force and seepage force to pit.The upper part of the soil in the soil outside the pit slope angle and river distance two parameters are to reflect the uneven terrain problem of calculating the river type narrow foundation pit outside the pit soil, make up the defect that traditional method does not consider the pit outside terrain factor.The river level variation produces force and seepage force two parameters to pit in order to reflect the influence problem of calculating the river type narrow foundation pit outside the river, make up the advantage that traditional method does not consider the pit outside river influence factor.