294 results about "Canal lock" patented technology

The invention provides a ship lock floating bollard embedded part supporting device and a construction method thereof.The ship lock floating bollard embedded part supporting device comprises symmetrically-arranged pre-embedded formworks, guide grooves are formed in the inward opposite sides of the pre-embedded formworks, arc parts are arranged on one sides of the guide grooves, formwork outer edges are arranged on the outer sides of the arc parts, and a detachable supporting tool is arranged between the guide grooves; the supporting tool comprises a tool support, the tool support comprises a main body part, a tightening part is arranged on one side of the main body part, an inner blocking assembly is arranged on the other side of the main body part, a plurality of telescopic tensioning assemblies are arranged on one side of the tightening part, and a plurality of telescopic supporting block frames are symmetrically arranged on the two sides of the main body part. According to the supporting device for the ship lock floating bollard embedded part, safety and controllability of the construction process are achieved through automatic supporting force adjustment and a remote monitoring system, potential safety hazards caused by frequent manual intervention are avoided, the working efficiency is improved, and the problem that a traditional supporting device for the ship lock floating bollard embedded part needs manual adjustment and demolding is solved.

The invention relates to a lockage ship reservation scheduling optimization method. The method comprises the following steps: S1, obtaining ship information of a water transportation junction, attribute information of a ship lock and ship remote lockage declaration information; s2, taking the minimization of the ship lock waiting time and the ship reservation adjustment rate as optimization objectives, constructing a ship reservation scheduling double-objective optimization model, and establishing constraint conditions satisfied by lockage ship reservation scheduling; and S3, performing iterative solution on the ship reservation scheduling dual-objective optimization model based on a fast non-dominated sorting genetic algorithm to obtain an optimized lockage ship scheduling scheme. The technical problems that existing ship lock resources are not enough in utilization and the ship dam passing efficiency is not high are solved, the waterway traffic jam problem can be effectively relieved, the overall ship lock passing efficiency can be improved, the ship waiting time is shortened by optimizing the matching relation between the ship dam passing number and the ship lock service capacity, and the ship dam passing efficiency is improved. And the ship reservation adjustment rate is reduced, so that the ship lockage efficiency is improved.

The invention relates to the technical field of ship lock combined scheduling, and discloses a cascade ship lock combined scheduling method and system based on multi-basin input factors, and the method comprises the steps: obtaining a plurality of sub-basins with independent hydrological responses based on the hydrological flow information of basin units, and calculating the flow information of the sub-basins; performing calculation to obtain uplink and downlink flow imbalance of the sub-basins, collecting ship operation data and ship lock information of the step ship locks, and constructing a multi-basin input factor; and constructing a combined scheduling strategy based on the multi-basin input factors, performing combined scheduling on the cascade ship locks in different sub-basins, and generating scheduling actions of the cascade ship locks. According to the method, the ship operation data, the ship lock state information and the uplink and downlink flow imbalance of the cascade ship locks are combined, organic fusion of hydrological information and the shipping state is achieved, the cascade ship locks in different sub-basins can cooperatively decide scheduling actions, and the response ability and the regulation and control efficiency of the cascade ship locks to multi-basin complex changes are improved.

The invention discloses an estuary region ship lock hydrodynamic simulation method and system, and relates to the field of numerical simulation, and the method comprises the steps: obtaining estuary region ship lock data; hydrological data are collected; according to estuary area ship lock data and hydrological data, a hydrodynamic model based on an Euler-Lagrange circulation model is constructed, and the hydrodynamic model comprises a bottom friction resistance coefficient # imgabs0 # describing the influence of riverbed roughness on water flow movement; utilizing the hydrodynamic model to obtain the simulated flow velocity of the estuary region ship lock through numerical solution; using an ensemble Kalman filtering algorithm, comparing the simulated flow velocity with the actually measured flow velocity, and performing optimization training on the bottom friction resistance coefficient # imgabs1 # to obtain an optimal bottom friction resistance coefficient # imgabs2 #; the optimal bottom friction resistance coefficient # imgabs3 # is used as input, the hydrodynamic model is used for simulating the hydrodynamic process of the estuary region ship lock, and the water flow field change process of the estuary region ship lock is obtained. Aiming at the problem that in the prior art, the bottom friction resistance coefficient cannot dynamically adapt to the complex estuary environment, accurate simulation of the complex hydrodynamic environment of the ship lock in the estuary area is achieved.

The invention provides a ship lock chamber slope stability analysis method and system, and relates to the technical field of slope stability analysis. The method comprises the following steps: constructing a three-dimensional finite element analysis model corresponding to a ship lock chamber by utilizing a finite element analysis method based on geological and hydrological information of an area where the ship lock chamber is located and current situation information of a ship lock chamber slope; based on the three-dimensional finite element analysis model and the design parameter set of various working conditions, simulating responses of the ship lock chamber slope under different working conditions by adopting a numerical simulation calculation method; constructing a model knowledge graph corresponding to the three-dimensional finite element analysis model, and comparing the response data and the monitoring data of the same monitoring point based on the model knowledge graph to determine whether the accuracy of the three-dimensional finite element analysis model meets a preset accuracy requirement; and analyzing the stability of the ship lock chamber slope under different working conditions to obtain a stability analysis result of the ship lock chamber slope. The accuracy of the stability analysis result is improved.

The invention relates to the technical field of water conservancy projects, in particular to a cofferdam for ship lock transformation and a construction method. A cofferdam for ship lock transformation comprises concrete cofferdam bodies and hollow concrete supporting structures, the concrete cofferdam bodies are tightly attached to the wall faces on the two sides of a ship lock and extend in the water flow direction, and the hollow concrete supporting structures are arranged between every two adjacent concrete cofferdam bodies. The hollow concrete supporting structure is fixedly connected with the concrete cofferdam body through a connecting device, the hollow concrete supporting structure comprises a bottom layer, a hollow layer and a top layer, a plurality of rows of cavities arranged side by side are formed in the hollow layer, and blasting devices are pre-buried in the concrete wall between every two adjacent cavities at equal intervals. The concrete cofferdam body is tightly attached to the wall face of the ship lock, a stable water retaining barrier can be formed, the self weight can be reduced through the design of the hollow layer, and compared with traditional mechanical or manual dismantling, efficient and controllable dismantling can be achieved through the blasting device embedded in the supporting structure, and the construction period can be greatly shortened.

The invention discloses a scheduling method and system based on a ship traffic flow prediction model, belongs to the technical field of multi-step double-route ships, and is used for solving the problems that in the operation process of an existing multi-step double-line type ship lock, due to the fact that a ship arrangement plan is unreasonable, the utilization efficiency of lock chambers is low, and the cost is low. And the overall operation efficiency and the collaboration of the passing of the fleet are difficult to improve. The method comprises the following steps: carrying out passing analysis on a ship queue of a wait-to-pass water area under a time factor and a queue length factor, and determining a ship queue state; performing dynamic and static data statistics on all ships in the wait-to-pass water area to obtain dynamic attributes and static attributes of each ship; performing interval division of ship flow on the ship queue in the waiting passing area to obtain an initial ship interval; performing target optimization scheduling processing on the ship flow in the ship interval to obtain a final interval ship flow; and a ship flow scheduling planning scheme based on the multi-step double-linear ship lock is generated.

The invention relates to the technical field of hydraulic engineering, in particular to a construction method of a water-saving ship lock, comprising the following steps: S1, excavating a foundation pit at the position of the water-saving ship lock, and building a cofferdam at the upstream of the foundation pit to form a dry construction area in the foundation pit; s2, the bottom face of the foundation pit is excavated to form a lock chamber, mountain bodies on the two sides of the foundation pit are excavated, and excavated sections are leveled to form mountain body side slopes; s3, gate walls are poured on the two sides of the gate chamber, a side slope lining is formed on the mountain side slope in a pouring mode, a bottom face lining is formed on the bottom face of the foundation pit between the mountain side slope and the adjacent gate walls in a pouring mode, and a water retaining dam and a retaining wall are poured on the upstream and the downstream of the gate walls correspondingly; and the lock wall, the side slope lining, the water retaining dam and the retaining wall form side walls of the water-saving pool. According to the water-saving pool and the lock chamber, the original space between canyon mountains is utilized as much as possible, the ship lock construction range can be formed only through slight excavation, the construction amount and the construction cost are reduced, the construction period is shortened, and the construction efficiency is improved.

The present invention relates to the technical field of water conservancy engineering, and specifically to a cofferdam for ship lock reconstruction and a construction method. A cofferdam for ship lock reconstruction comprises a concrete cofferdam body and a hollow concrete support structure. The concrete cofferdam body is closely attached to the walls on both sides of the ship lock and extends along the direction of water flow. The hollow concrete support structure is arranged between two adjacent concrete cofferdam bodies. The hollow concrete support structure is fixedly connected to the concrete cofferdam body by a connecting device. The hollow concrete support structure comprises a bottom layer, a hollow layer, and a top layer. Multiple rows of cavities arranged in parallel are formed inside the hollow layer. Blasting devices are equidistantly embedded in the concrete wall between two adjacent cavities. This application forms a stable water retaining barrier by placing the concrete cofferdam body close to the ship lock wall. The hollow layer design can reduce its own weight. In addition, the blasting device embedded in the support structure can achieve efficient and controllable demolition compared to traditional mechanical or manual demolition, which can greatly shorten the construction period.

The invention discloses an inland river ship lock fault risk grade assessment method based on machine learning, and the method comprises the following steps: collecting water level, gate opening, current, vibration and strain data, and generating a monitoring data set; constructing an improved spectrogram wavelet network comprising a physical simulation graph fusion branch, a heterogeneous structure fusion branch, a scale crossing fusion branch and a hypergraph structure fusion branch; inputting a monitoring graph structure and a physical simulation graph structure, and generating physical prior graph embedding; inputting a physical part diagram structure and a sensor diagram structure, and generating heterogeneous structure diagram embedding; extracting high-frequency and low-frequency image embedding, and generating scale fusion image embedding; constructing a coarse-grained function hypergraph and a fine-grained monitoring hypergraph, and generating coarse-fine fusion graph embedding; and fusing four types of graph embedding, generating a risk feature vector, inputting the risk feature vector into a risk assessment network, and outputting a risk level result. According to the method, multi-structure chart information and frequency domain features are fused, and the modeling capability of fault risk assessment is improved.

The invention relates to the field of ship locks, in particular to a construction method of a water delivery valve model, which comprises the following steps of: selecting a valve with the most unfavorable working condition as a research object, constructing the model through a similarity principle, providing support for a flat plate type valve through a first guide wheel and a second guide wheel, and being capable of bearing pressure in two directions; non-constant flowing water characteristics and cavitation characteristics during valve operation are detected, valve model resistance is corrected by introducing hydraulic parameters of a ship lock water delivery system overall model, the model can be locally optimized based on a corrected model resistance coefficient, and the resistance coefficient is reduced.

The invention discloses a dropper maintaining and spraying system for a ship lock foundation pit pier column, which is characterized in that the dropper maintaining and spraying system is arranged on a cantilever template platform of the pier column in an annular running manner, and the dropper maintaining and spraying system synchronously winds droppers on the periphery of the pier column on the poured pier column below the cantilever template platform along with the rising of a cantilever template; the plastic film covers the dropper and the outer wall of the pier column; the system comprises an annular guide rail fixedly arranged on a cantilever formwork platform, and a front-rear single-wheel plate trailer sliding in the annular guide rail. A spraying pipe winding roller, a water tank and a plastic film winding roller are sequentially arranged on the front and rear single-wheel plate trailers from the front end to the rear end in the driving direction; the middle section of the spraying pipe hermetically penetrates through the water tank and is immersed below the liquid level in the water tank; an air pump communicated with the inside and outside of the water tank is fixedly arranged on the water tank. The system can achieve automatic construction of dropper and plastic film winding maintenance along with rising of the cantilever formwork platform, and is simple in structure and easy to achieve.

The invention discloses an intersection water area multi-ship-lock combined dispatching analogue simulation method and device and electronic equipment, and relates to the field of ship lock emulation.The method comprises the steps that a canal intersection water area multi-ship-lock system simulation model is built, and the model at least comprises a plurality of ship locks dispatched in a combined mode, configuring a ship traffic flow operation strategy of the multi-ship-lock system simulation model of the canal intersection water area, operating the multi-ship-lock system simulation model of the canal intersection water area, and counting ship operation data indexes, gate entering and exiting waiting time indexes, ship lock traffic flow indexes and navigation encounter frequency indexes of ships at the intersection to obtain a model simulation operation result; based on the model simulation operation result, the ship lock chamber plane scale, the ship lock scheduling rule, the intersection water area navigation rule and the parking area capacity are adjusted. The technical problem that a ship lock operation and water area navigation simulation model in the prior art focuses on performance evaluation of a single facility and cannot reflect a multi-ship lock operation mode of an intersection water area is solved.

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.

The invention discloses a simulation analysis method and analysis system for the water flow condition of a double-line ship lock approach channel, and the analysis method comprises the steps: building an approach channel three-dimensional model based on the condition that a double-line ship lock shares an upper approach channel and a lower approach channel; according to the approach channel three-dimensional model, establishing an approach channel water flow mathematical model; the operation conditions of the double-line ship lock water filling and draining process are determined, wherein the operation conditions comprise the water level, the ship lock operation mode and the main gallery valve opening time; and based on the approach channel water flow mathematical model, performing three-dimensional numerical simulation on the non-constant flow in the approach channel under different operation conditions during water filling and water drainage of the double-line ship lock to obtain water level fluctuation change, water surface flow velocity and flow state change rules in the approach channel. According to the analysis method, the complexity of the approach channel water flow condition is comprehensively considered, the water flow change rule in the approach channel in the ship lock irrigation and drainage process can be obtained, the calculation result is more objective, and reference data can be provided for hub engineering design.

The invention discloses a silt flushing system for a gateway, the gateway is provided with a flashboard, and the silt flushing system comprises a water inlet pipeline, a water outlet pipeline and a sensor; a water inlet suitable for water diversion is formed in the water inlet pipeline and is formed in the upstream of the flashboard; the water outlet pipeline is connected with the water inlet pipeline and forms a water outlet suitable for silt flushing, and the water outlet is formed in the downstream of the flashboard and located at the bottom of the gateway; the sensor is arranged on the gateway and used for monitoring sludge distribution in the gateway so as to adjust the water yield of the water outlet according to the sludge distribution. The water pressure difference between the water inlet and the water outlet is used for achieving continuous and automatic water diversion silt flushing, and the water yield is adjusted according to the monitoring result of the sensor to improve the silt flushing effect; the silt flushing process can be automatically completed at the bottom of the gateway, water surface operation is not needed, and normal operation of a ship lock or a water diversion channel is not affected.

The invention relates to the field of ship locks, in particular to a method for analyzing water pressure characteristics of a before-valve gallery of a water delivery valve, which comprises the following steps of: constructing a model through a similarity principle, carrying out two-way pressure bearing through a flat plate type valve, arranging a pressure sensor on the model and detecting sections which are arranged according to 0.5, 1, 1.5, 2... times of the height of a before-valve horizontal gallery section, and non-constant flowing water characteristics and cavitation characteristics during operation of the valve are detected, and the optimal length of the horizontal gallery section in front of the valve is comprehensively selected based on a detection analysis result and construction cost to correct the original design, so that the water flow in front of the valve is regulated smoothly, the flow velocity distribution is uniform, and the impact on the valve is reduced.

The invention relates to the technical field of ship lock automatic control, in particular to a ship lock miter gate automatic control method based on water flow pulsating pressure, and the method comprises the steps: judging the current working condition of a ship lock miter gate, and obtaining the initial control strategy of the current working condition of the ship lock miter gate; processing to obtain an abnormal state evaluation value of the ship lock miter gate control equipment; comprehensive performance evaluation indexes of the ship lock miter gate are obtained through comprehensive analysis; a ship lock bearing pressure evaluation threshold value is obtained through matching according to the ship lock miter gate comprehensive performance evaluation indexes, and feedback early warning is conducted on the ship lock miter gate comprehensive performance; according to the ship lock miter gate automatic control method based on the water flow pulsating pressure, a ship lock bearing pressure evaluation value is obtained through analysis, the ship lock bearing pressure evaluation value is compared with a ship lock bearing pressure evaluation threshold value, and a current working condition initial control strategy is adjusted according to a comparison result. Therefore, the operation quality and safety of the ship lock can be improved.

The invention discloses an analysis method and system for hydraulic performance of a double-line ship lock water delivery system. The analysis method comprises the following steps: establishing a hydraulic physical model of the water delivery system according to structural parameters of the double-line ship lock water delivery system; determining an operation mode of a ship lock water delivery system and a valve opening mode; simulating irrigation and drainage processes of a lock chamber of the double-line ship lock in an operation mode and a valve opening mode, and testing to obtain ship mooring force, water delivery time, water delivery hydraulic characteristics, pressure characteristics, resistance coefficients, flow coefficients and water flow conditions of a water inlet and a water outlet; and analyzing the simulation result, judging whether the hydraulic performance of the water delivery system meets the design requirement or not, and if not, adjusting the structure of the water delivery system until the design requirement is met. According to the method, whether the hydraulic performance of the water delivery system meets the specification requirement or not is comprehensively and accurately analyzed, the design requirement is met, the safety of a ship in the lockage process is ensured, and the reasonability and effectiveness of the ship lock water delivery system in the technical, safety and economic aspects are ensured.

The invention relates to the technical field of self-flow dredging at the bottom of a ship lock, and particularly discloses a river channel ship lock anti-silting device and a using method thereof.The river channel ship lock anti-silting device is characterized in that a lock chamber is formed between an upstream gate and a downstream gate, communicating vessels are arranged at the bottoms of the upstream gate and the downstream gate, and a plurality of communicating vessel turbulent flow mechanisms are arranged between channels of the communicating vessels and an upstream channel; the communicating vessel turbulent flow mechanism is provided with a pipeline for connecting the channel and the upstream channel; a plurality of lock chamber turbulent flow mechanisms are mounted at the bottom of the lock chamber at the outlet of the channel of the communicating vessel, each lock chamber turbulent flow mechanism is provided with a turbulent flow cylinder and an inclined base, the inclined bases are fixedly mounted at the bottom of the lock chamber, the turbulent flow cylinders are fixedly mounted on the inclined bases, and the turbulent flow cylinders discharge water entering from the channel of the communicating vessel into the lock chamber; the turbulent flow structure of the lock chamber and the turbulent flow structure of the communicating vessel are adopted, sediment deposition at the bottom of the lock chamber and the bottom of the communicating vessel is avoided, the service life of the communicating vessel is prolonged, the maintenance cost of the communicating vessel and the lock chamber is reduced, and the navigation efficiency of a channel ship is improved.

The invention belongs to the field of water transportation engineering, and particularly provides a double-line ship lock mutual charging and mutual discharging method for improving the water saving rate, which comprises the following steps that two adjacent line ship locks are respectively a downlink ship lock and an uplink ship lock, and double-line synchronous gate entering is carried out; water in the lock chamber of the downstream ship lock is discharged to the lock chamber of the upstream ship lock until the water level of the lock chamber of the downstream ship lock is flush with the downstream approach channel, and at the moment, the water level of the lock chamber of the upstream ship lock is flush with the water level of the upstream approach channel; double-wire synchronous gate-out is carried out; after the lockage is completed, the double-wire function is automatically switched; and the new round of ship enters according to the switched route, and the operation is repeated. According to the method, the water-saving rate of the ship lock is further improved on the premise that the structural complexity, the maintenance difficulty and the economic cost are not increased.

The invention provides a ship lock main body deep foundation pit construction water level monitoring system and method which are suitable for the field of deep foundation pit construction, and a large hydro-junction water drain gate deep foundation pit construction safety control system comprises a water level monitoring module, a water level monitoring data transmission and receiving module, a water level monitoring data processing module and a water level monitoring early warning module. The invention discloses a ship lock body deep foundation pit construction water level monitoring method. The method comprises the steps of water level monitoring point position arrangement, water level monitoring data obtaining, monitoring data primary processing, single water level monitoring point position data analysis, overall water level distribution data analysis and water level early warning implementation. According to the method, monitoring data of the upstream water level of the ship lock body deep foundation pit are analyzed and processed, the water level change of the ship lock body deep foundation pit can be better predicted, construction safety is guaranteed, and the method can be widely applied to the field of deep foundation pit construction.

The invention discloses a ship lockage risk processing method, device, system and equipment and a medium. The method comprises the steps that first information and second information are obtained; the first information can reflect related information sensed by the shore side; the second information can reflect relevant information sensed by the ship side; determining a first risk value and a second risk value according to the first information and the second information; the first risk value indicates the collision risk degree of the ship and a ship lock chamber, and the second risk value indicates the collision risk degree of the ship and a reference ship; the reference ship is different from the ship, and the reference ship and the ship are located in the same ship lock chamber; determining a collision risk identification result according to the first risk value and the second risk value; and controlling the ship according to the collision risk identification result. According to the invention, through fusing the collision risk degrees between the ship and other ships and between the ship and the lock chamber, collaborative risk judgment of the ship lock and the ship is realized, and the accuracy of a ship lockage collision risk judgment result is improved.

The invention discloses a ship lock water delivery system work overhaul valve well gate groove one-time forming method, and relates to the technical field of inland river ship lock construction. Comprising the following steps: step 1, mounting a working overhaul valve well bottom sill water stop mechanism; step 2, installing a built-in truss embedded part in the work overhaul valve well; 3, well bottom high-slump second-grade low-heat concrete pouring of the work overhaul valve is carried out; 4, a lintel water stop mechanism in the work overhaul valve well is installed; 5, a truss mechanism is installed in the work overhaul valve well; 6, a door groove embedded part of the work overhaul valve well is installed; 7, high-slump second-level low-heat concrete pouring is conducted on the work overhaul valve well and the lock head body; and 8, the step 5 to the step 7 are cycled until the concrete is poured to the designed crest elevation of the lock head. According to the invention, one-step forming of the work overhaul valve well gate groove of the water delivery system is realized, and the problems of narrow internal space of the overhaul valve well, high secondary concrete construction difficulty and low construction efficiency are solved.

The invention discloses a multi-stage ship lock drainage and navigation multiplexing system and an operation method thereof. The system comprises a first-stage ship lock chamber section located on the upstream, a last-stage ship lock chamber section located on the downstream and a plurality of middle-stage ship lock chamber sections located between the first-stage ship lock chamber section and the last-stage ship lock chamber section. Each stage of ship lock chamber section is composed of a lock chamber bottom plate and ship lock walls arranged on the two sides of the lock chamber bottom plate. A water conveying gallery is arranged in the lock wall of the ship lock, and the middle of the water conveying gallery communicates with a branch gallery arranged in a lock chamber bottom plate through a T-shaped pipe. A plurality of water outlet holes are formed in the tops of the branch galleries; an energy dissipation pier group formed by a plurality of energy dissipation piers is arranged at the water outlet hole in the lock chamber bottom plate; and a flip bucket is arranged at the downstream end of each stage of lock chamber section of the ship lock. According to the multi-stage ship lock collaborative continuous energy dissipation scheme, the effects of improving the space utilization rate, saving the land area and reducing the construction cost are achieved.

The invention discloses a manufacturing method of a triangular gate of a navigation channel ship lock, and relates to the technical field of manufacturing processes, and the manufacturing method comprises the following steps: S1, selecting a material, and detecting the quality, appearance and size of the raw material; s2, blanking is conducted, specifically, construction drawings and technical specifications are familiar, the blanking size precision is controlled, blanking is conducted through a laser cutting method, programming is conducted based on a numerical control laser cutting machine and matched with CAD / CAM software, and the selected materials are put into the numerical control laser cutting machine to be cut; and S3, a jig frame is manufactured, and vertical supporting columns are welded through I-shaped steel and fixed through expansion bolts. In the manufacturing process, the precision is strictly controlled, reasonable welding deformation control measures are adopted, the good effect is achieved, in the aspect of precision control, the blanking size deviation is controlled within the extremely small range, the form and location tolerances of part machining all meet the design requirements, the symmetrical welding and segmented skip welding method is adopted, and the machining precision is greatly improved. And the welding deformation of the gate leaf is effectively controlled.

The present invention relates to the field of canal design and testing, and specifically discloses a numerical simulation method for the impact force of water flow on mooring piers under high-speed water flow, comprising: establishing a three-dimensional hub model based on the existing oblique intersection of the overflow weir outlet channel and the navigation channel under the ship lock; using three-dimensional simulation software to establish a water flow mathematical model based on the established three-dimensional hub model; using water level and flow velocity distribution data measured from the physical model of the hub where the mooring pier is located to identify and verify the water flow mathematical model, thereby obtaining an identified and verified water flow mathematical model; based on a fluid-solid coupling mathematical model, using the verified water flow mathematical model to perform fluid-solid coupling simulation under high-speed water flow, thereby obtaining a result of the water flow impact force on the mooring pier. The water flow impact force result obtained by the method of the present invention can improve the efficiency and accuracy of the water flow impact force simulation, can evaluate the structural stability of the mooring pier based on the water flow impact force on the mooring pier, and guide the design of the mooring pier, thereby ensuring the safety performance of the mooring pier during flood diversion.

A floating bridge structure, characterized in that the floating bridge structure comprises: a main bridge section above a waterway, an approach bridge section connecting the end of the main bridge section to the land, and a ship lock in the middle of the waterway and below the main bridge section; wherein the main bridge section comprises a plurality of first support structures arranged at intervals along the width direction of the waterway, and a floating box support platform having a first box girder arranged on top of the plurality of first support structures; wherein the approach bridge section comprises a second support structure arranged along the width direction of the waterway and a second box girder arranged on top of the second support structure;wherein the ends of the first box girder and the second box girder are connected to each other and the bridge deck is laid on top of the first box girder and the second box girder;wherein the ship lock is located between the first support structures on either side of the symmetrical center of the main bridge section;a first anchoring component and a second anchoring component distributed under the main bridge section and used to anchor the main bridge section and the ship lock;

The application discloses a redundant measurement value transmitting method for a single measuring point water level gauge of a ship lock chamber. The method comprises the following steps: simultaneously detecting the water level of a certain measuring point in the ship lock chamber by N water level gauges, obtaining multiple water level detection values of the measuring point at a certain time; determining a water level deviation threshold G2 of the measuring point and a detection value deviation threshold G3 of the multiple water level gauges according to a ship lock chamber water level change threshold G1 and a water level gauge detection range R; comparing the multiple water level detection values Vn of a certain measuring point with the determined water level deviation threshold G2 of the measuring point; performing difference value operation on the obtained reasonable water level detection value Vm; selecting N1 water level detection values as the water level detection basic data of the measuring point, performing secondary processing, and obtaining the water level detection effective value Ve of the measuring point. The application discloses a redundant measurement value transmitting method for a single measuring point water level gauge of a ship lock chamber. The ship lock single measuring point adopts multiple water level sensors for redundant detection, voting verification, error processing and detection value transmission of multiple detection values, and reliable and stable water level data is provided for the system.

This invention relates to the field of water conservancy engineering construction technology, and discloses a method and system for controlling blasting vibration during lock excavation. By collecting information on the geological hardness of rock strata and the distance to surrounding buildings, and combining this with finite element analysis to simulate the blasting energy distribution, a dynamic matching mechanism for borehole depth and charge quantity is constructed. This method overcomes the limitations of traditional empirical parameter settings and uses iterative simulation and optimization algorithms to achieve coordinated adjustment of borehole depth and charge quantity. For example, in areas with high rock hardness, by increasing the borehole depth and matching a segmented charge strategy, the blasting energy is uniformly released in the deep rock mass, effectively reducing the peak ground vibration and avoiding structural damage to adjacent buildings. Furthermore, by introducing multi-dimensional data analysis and multi-scenario simulation verification mechanisms, it can flexibly cope with complex working conditions such as uneven rock hardness, topographical undulations, adjacent water bodies, or dense building clusters.