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157 results about "Sluice gate" patented technology

Sediment section sluice change prediction method under influence of sluice

The invention relates to the technical field of sediment section sluicing, in particular to a sediment section sluicing change prediction method under the influence of a water gate. Acquiring a current erosion and deposition topographic sequence corresponding to the target gate at the current moment, and acquiring future rainfall-runoff data, future upstream and downstream water level difference and future tide level change data corresponding to the target gate within a future preset duration; determining future gate scheduling data corresponding to the target gate based on the future rainfall-runoff data, the future upstream and downstream water level difference and the future tide level change data; and inputting the current erosion and deposition topographic sequence, the future rainfall-runoff data, the future upstream and downstream water level difference, the future tide level change data and the future gate scheduling data into a preset erosion and deposition change prediction model, and outputting the silt fracture surface erosion and deposition change corresponding to the target gate in the future preset duration. And timely and reliable technical support is provided for hydraulic scheduling and risk management, and safe and efficient operation of the estuary tide gate is achieved.
Owner:HOHAI UNIV

Sluice structure safety monitoring system and method

The invention discloses a water gate structure safety monitoring system and method, belongs to the technical field of computer communication, breaks through isolated parameter monitoring limitation, constructs multi-physics field dynamic coupling analysis capability, carries out deep fusion processing on multi-source data, improves data reliability and defect identification precision in a complex environment, and improves the safety of the water gate structure. And the use effect of real-time quantitative evaluation of the structural state is realized by utilizing the technical means of dynamic model inversion and parameter calibration, that is, a stress-deformation-leakage three-dimensional finite element coupling model is constructed, dynamic calibration of material parameters and real-time inversion of the structural state are realized in combination with long-term monitoring data, the limitation of isolation of traditional monitoring is broken through, and the real-time quantitative evaluation of the structural state is realized. And a more accurate technical support is provided for water gate safety assessment.
Owner:JIANGSU WATER CONSERVANCY SCI RES INST +1

Water gate intelligent control data real-time processing method based on edge calculation

The invention discloses a sluice intelligent control data real-time processing method based on edge calculation, and relates to the technical field of sluice control data analysis, and the method comprises the following steps: obtaining the basic feature data of a sluice, obtaining the sluice opening degree flow relation, and collecting the related data of a water body in real time; in the water gate opening or closing process, the gate passing flow under different opening degrees is collected, data preprocessing is carried out, and basic opening degree flow data are obtained; theoretical opening flow analysis is carried out to obtain theoretical opening flow data; gate blockage analysis is carried out based on the basic opening flow data and the theoretical opening flow data, and the gate blockage condition is obtained; the method is used for solving the problems that when an existing water gate control data analysis technology is used for diagnosing and analyzing the water gate blocking condition through the lockage flow, blocking abnormity and opening abnormity cannot be accurately distinguished according to the deviation between the theoretical lockage flow and the actual lockage flow in the gate opening change process, and meanwhile the blocking condition cannot be judged.
Owner:YELLOW RIVER INST OF HYDRAULIC RES YELLOW RIVER CONSERVANCY COMMISSION

Loss and fatigue monitoring method for water gate opening and closing equipment

The invention relates to the technical field of equipment monitoring, in particular to a loss and fatigue monitoring method for water gate opening and closing equipment. The method comprises the following steps that multi-mode time sequence data are synchronously collected through a vibration sensor, a temperature sensor and an acoustic emission sensor, and the multi-mode time sequence data comprise a vibration signal, a temperature signal and an acoustic emission signal; performing wavelet packet decomposition on the vibration signal, and extracting an energy ratio of a preset frequency band as a vibration energy feature; calculating a temperature rise rate and a local range of a sliding window of the temperature signal as temperature characteristics; extracting a Mel-frequency cepstrum coefficient from the acoustic emission signal as an acoustic feature; the vibration energy characteristics, the temperature characteristics and the acoustic characteristics are spliced into a multi-dimensional time sequence characteristic matrix according to time steps. According to the method, the maximum probability state transition path is solved by using the hidden Markov model, and accurate identification and prediction of the equipment loss and the fatigue state are realized.
Owner:GUANGDONG RES INST OF WATER RESOURCES & HYDROPOWER

Sluice multi-monitoring-point deformation monitoring model construction method and deformation prediction method

The invention discloses a sluice multi-monitoring-point deformation monitoring model construction method, which comprises the steps of S1, constructing a group of bidirectional analysis frameworks, and forming a two-dimensional panel by fusing time sequence data and sluice cross section data; s2, expanding the two-dimensional panel containing the time dimension and the cross section dimension to a geographic space attribute level to construct a three-dimensional panel; s3, on the basis of three-dimensional panel data representation, performing clustering analysis according to the space-time similarity of the monitoring points, constructing an information criterion to evaluate candidate clustering numbers, performing parameter calibration by adopting a random coefficient model, constructing a Gaussian mixture model in each cluster as a multi-monitoring-point model, then estimating undetermined model parameters through the random coefficient model, and performing multi-monitoring-point monitoring on the multi-monitoring-point model. The method is used for constructing a deformation monitoring model of the sluice gate and carrying out fitting and prediction capability evaluation. According to the method, collaborative modeling can be carried out on data of a plurality of monitoring points, deformation space correlation characteristics between adjacent monitoring points are represented, and the accuracy and effectiveness of sluice deformation prediction are improved.
Owner:ANHUI & HUAI RIVER WATER RESOURCES RES INST

Sluice three-dimensional deformation intelligent monitoring method based on multi-station linkage total station

The invention relates to the technical field of water conservancy monitoring, in particular to a sluice three-dimensional deformation intelligent monitoring method based on multi-station linkage total stations, which comprises the following steps: arranging a control network comprising a working base point and a checking base point in an upstream area of a sluice body, and arranging at least two automatic total stations, arranging a plurality of prism monitoring points on the gate pier to be detected; carrying out multi-measurement-back automatic observation on the prism monitoring points through the automatic total station, and collecting angle and distance observation values in real time; acquiring environmental parameters in real time based on a meteorological sensor, performing dynamic meteorological correction and network adjustment processing on observation data, and generating a three-dimensional coordinate sequence of each monitoring point; and carrying out displacement trend analysis and safety state early warning according to the three-dimensional coordinate sequence. The defects of the traditional means in the aspects of precision, efficiency and environmental adaptability are overcome, and a novel horizontal displacement monitoring technology which is high in precision and reliability and suitable for long-term automatic operation is formed. The method is mainly applied to water conservancy monitoring.
Owner:CHINA SHANXI SIJIAN GRP

Sluice pump station operation state and water regimen linkage monitoring system

The invention relates to the technical field of hydraulic engineering monitoring and control, in particular to a sluice pump station operation state and water regimen linkage monitoring system. The decision control unit is used for generating long-term prediction information and short-term prediction information based on hydrological observation data and generating control instructions of the opening degree of a water gate and the rotating speed of a water pump. The control instruction execution unit is used for executing the corrected control instruction of the water gate opening degree and the water pump rotating speed; the linkage safety interlocking unit is used for transmitting a standby pump starting instruction to the control instruction execution unit when the first condition and the second condition are met at the same time, sending a blocking signal to the tactical optimization module, and sending a release signal to the tactical optimization module after the standby pump starting instruction is executed. According to the system, low efficiency or safety risk caused by a fixed strategy and execution of wrong operation under the condition that the equipment has a fault or has a fault are avoided, and secondary damage to the equipment and interruption of system operation caused by improper control instructions are effectively prevented.
Owner:HEFEI SANGSHANG MEASUREMENT & CONTROL TECH CO LTD

Sluice foundation subsidence displacement observation device

The utility model relates to the field of sluice foundation detection, and discloses a sluice foundation subsidence displacement observation device which comprises a base, a stand column fixed in the middle of the top of the base, scale marks engraved on the side wall of the stand column, a connecting seat sleeved on the side wall of the stand column, a pointer fixed at one end of the top of the connecting seat close to the scale marks, and a circular seat fixed at the top end of the stand column. A buzzer is fixed to the top of the circular base, monitoring mechanisms are arranged at the two symmetrical ends of the bottom of the circular base, a transparent protective cover is fixed to the top of the connecting base, a monitoring camera is arranged in the transparent protective cover, and the monitoring camera and the connecting base are fixed. According to the utility model, through the combination of the monitoring mechanism and the monitoring camera, the real-time monitoring of the settlement condition of the sluice base can be realized, continuous image data can be provided, the settlement height of the foundation can be analyzed and recorded conveniently, and when the settlement of the base exceeds a set threshold value, the buzzer gives an alarm sound to remind related personnel to take measures in time, so that the working efficiency is improved. The safety is ensured.
Owner:SINOHYDRO ENG BUREAU 4

Water stop structure suitable for upper gate space of high gate with deep and thick covering layer

The utility model discloses a water stop structure suitable for an upper gate room of a high gate with a deep and thick covering layer in the technical field of engineering water stop, which comprises a plurality of gate plates, a structural seam is arranged between two adjacent gate plates, the structural seam is communicated with a water stop cavity, and a water stop device is filled in the water stop cavity. The water stop device comprises a first mortar layer, a flexible filler layer and a second mortar layer which are sequentially filled in the structural joint from top to bottom, a copper sheet water stop assembly and a water stop belt assembly are arranged on the flexible filler layer in a penetrating mode at intervals, the overall structure is large in flexibility effect, the function of adapting to large uneven deformation between adjacent gate sections can be achieved, damage is not prone to occurring, and the service life of the water stop device is prolonged. Therefore, safe operation of the water gate structure is guaranteed.
Owner:CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE

Box culvert structure for sluice pump station

The box culvert structure for the water gate pump station comprises a box culvert body, the top end of the box culvert body is connected with a top block, the side walls of the two sides of the box culvert body are each connected with a plurality of sets of bottom blocks, the side walls of the box culvert body are provided with a ladder stand mechanism, a protection mechanism is installed on the ladder stand mechanism, and the top block and the bottom blocks are perpendicularly distributed. The pedal is square, a person can conveniently step on the pedal and is not prone to slipping, then the hand can grasp the round rods located on the two sides, the hand can conveniently grab the round rods without hurting the palm, and therefore the effect of climbing use is achieved, dust and sundries are conveniently pushed out from the side hole by means of the side hole flush with the top end of the pedal, and the safety of climbing is improved. Therefore, dust and sundries are prevented from being directly pushed out from the front, and the dust and the sundries are pushed to the body of a climber.
Owner:CCCC SHANGHAI DREDGING CO LTD

Opening method of desilting bottom hole gate

PendingCN121496892ABarrages/weirsWater flowSilt
The invention discloses an opening method of a desilting bottom hole gate, which is realized through a gate body with a silt flushing function, the desilting bottom hole gate comprises a silt flushing pipeline arranged in the gate body, an inlet of the silt flushing pipeline is connected with a high-pressure water supply device on the outer side of the gate body, and an outlet of the silt flushing pipeline is arranged on an upstream face and a downstream face of the gate body. A check ring fixedly connected with the inner wall of the pipeline is arranged at an outlet of each silt flushing pipeline, and a fixing plate and a one-way opening fender are arranged on the outlet side of each check ring. The opening method comprises the steps that firstly, the high-pressure water supply device is started, the fender is opened under the action of the water flow pressure of an outlet of the silt flushing pipeline, silt deposited near the gate body is flushed away through silt flushing water flow, meanwhile, the deposited silt is disturbed, and after the opening resistance of the gate body is reduced, the gate body is opened. The operation mode that silt is flushed first and then the gate is opened is adopted, the gate opening force of the gate is reduced, the gate can be normally opened, silt in front of the gate is discharged to the downstream of a reservoir in time, and silt in a reservoir area is removed.
Owner:YELLOW RIVER ENG CONSULTING CO LTD

Graded underground pumped-storage hydropower in coal mine, construction and using methods

The present disclosure provides a graded underground pumped-storage hydropower system in a coal mine, and construction and methods of use. The system comprises a surface reservoir, wherein multi-stage stepped underground reservoirs are arranged below the surface reservoir, and there is no communication between the multi-stage stepped underground reservoirs. One side of the underground reservoir on each layer is provided with a hydraulic turbine room, and an upward water conveyance passageway and a downward water conveyance passageway are arranged between the hydraulic turbine room and each underground reservoir. Additional water conveyance passageways are arranged between the hydraulic turbine rooms among the layers. During use, the present disclosure can achieve multi-grade power generation and energy storage capabilities by controlling sluice gates, adjusting water flow directions as required.
Owner:TAIYUAN UNIVERSITY OF TECHNOLOGY

A method for identifying the health status of sluice structures on rock foundations

The present invention relates to the field of artificial intelligence and data processing technology, and specifically to a method for identifying the health status of a sluice structure on a rock foundation. The method comprises the following steps: strain sensors are deployed at key locations on the surface of the sluice to collect strain data to form a training set, and the health status is annotated; the strain data in the training set is normalized using a fractional normalization strategy within a sliding time window; a health status identification model for the sluice structure on a rock foundation is constructed, and the normalized strain data is input into the model to identify the health status of the sluice structure on the rock foundation; the model is trained until preset conditions are met, at which point the training is terminated to obtain a trained model; and the newly collected strain data is input into the trained model to identify the health status of the sluice structure on the rock foundation. By capturing and analyzing weak change signals of the sluice structure, the present invention can promptly identify safety hazards existing in the sluice structure, thereby ensuring safe and stable operation of the sluice.
Owner:SHANDONG JIAOTONG UNIV +1

Anchoring type lock chamber structure scheme determining method and device and electronic equipment

The invention discloses a method and device for determining an anchoring type lock chamber structure scheme and electronic equipment, and relates to the field of shipping sluice design, and the method comprises the steps: determining a plurality of working conditions, load combinations and a plurality of calculation parameters of a lock chamber structure based on the basic scale of the lock chamber structure, and determining the scheme of the anchoring type lock chamber structure based on the plurality of working conditions, the load combinations and the plurality of calculation parameters; calculating the structural internal force of the lock chamber wall and the bottom plate under each working condition, checking the reinforcement amount corresponding to each working condition, arranging cable-stayed anchor piles at the lower parts of the lock chamber wall and the filling crest elevation, and arranging anchoring piles at the middle part and the lower part of the lock chamber bottom plate; and outputting an anchoring type lock chamber structure scheme based on an anchoring pile setting strategy, the structure internal force of the lock chamber wall and the bottom plate under each working condition, and the reinforcement quantity under the bearing capacity limit state and the normal use limit state under each working condition. The technical problems that in the prior art, an integral lock chamber structure resists the loads by increasing the thickness of a lock chamber wall, the engineering construction difficulty is large, and the engineering cost is obviously increased are solved.
Owner:WATER TRANSPORT PLANNING & DESIGN INST

Water gate anti-seepage water stop structure

The utility model belongs to the technical field of anti-seepage and water-stop structures, discloses an anti-seepage and water-stop structure of a water gate, and aims to solve the problems that according to an existing anti-seepage and water-stop structure, the bottom of the gate is sealed through a sealing air bag, although the sealing air bag can be attached to the bottom of the gate, a peristaltic pump is needed for inflation and deflation every time the gate is used, and use is inconvenient. According to the technical scheme, the cutter comprises a base, two baffles are fixedly installed on the bottom face of the base, embedded blades are arranged on the bottom faces of the baffles respectively, a first inclined groove is formed in the top face of the base, a movable plate is arranged above the base, and the bottom face of the movable plate is located in the first inclined groove and matched with the first inclined groove in a sliding mode. The L-shaped plate moves downwards to be attached to the bottom face and the right side face of the second inclined groove, the right side face of the second inclined groove and the second sealing gasket between the right side face of the L-shaped plate can be tightly attached through the downward extrusion force of the L-shaped plate, and therefore the water seepage prevention function is achieved, and the water seepage prevention device is simpler in structure and convenient to use.
Owner:HUAISHU NEW RIVER MANAGEMENT OFFICE OF JIANGSU PROVINCE

Large sluice pump station seam pier integral pouring construction machine

The utility model relates to the technical field of seam pier integral pouring construction, and discloses a large sluice pump station seam pier integral pouring construction machine which comprises a pouring construction vehicle, a protection box is arranged on the left side of the top of the pouring construction vehicle, a first motor is arranged in the protection box, and the output end of the first motor is fixedly connected with a rotating shaft. A first bevel gear is fixedly connected to the front side of the rotating shaft, a rotating rod is rotatably connected to the front side of the interior of the protection box, a second bevel gear is fixedly connected to the outer side of the rotating rod, the first bevel gear is in meshed connection with the second bevel gear, a hollow pipe is fixedly connected to the bottom of the rotating rod, and stirring blades are fixedly connected to the outer side of the hollow pipe. And a split charging mechanism is mounted on the right side of the outer wall of the pouring construction vehicle. According to the concrete stirring device, before concrete is poured, the concrete is in a standing state for a long time, the solidification phenomenon can occur, the rotating shaft is driven to rotate through kinetic energy of the first motor, and then the stirring blades are made to rotate.
Owner:JIANGSU HYDRAULIC CONSTR GRP CO LTD

Corrosion-resistant seawater sluice gate structure

The utility model discloses a corrosion-resistant seawater sluice gate structure which comprises a dam body, a fixed gate and a movable gate, the movable gate and the fixed gate are vertically spliced and located in the middle of a dam opening of the dam body, two fixing bases are installed on the top of the dam body, and a rectangular fixing frame is fixedly installed on the side, away from seawater, of the fixed gate. The fixed gate is installed on the inner side of the rectangular fixed frame and can be adjusted in a lifting mode, rotating sliding adjusting pieces are installed between the two sides of the upper portion of the rectangular fixed frame and the upper portions of the two fixed bases, and lifting rotating adjusting pieces are installed between the two sides of the lower portion of the rectangular fixed frame and the lower portions of the two fixed bases. Hydraulic telescopic cylinders are connected between the two fixing bases and the adjacent lifting rotation adjusting pieces. The corrosion-resistant seawater sluice gate structure has a lifting and overturning function and a double-layer gate adjusting structure, the gate is convenient to maintain through the gate lifting and overturning function, and the protection height of the gate can be increased through the double-layer gate adjusting structure.
Owner:GUANGDONG YUANTIAN ENG

A water gate for drawing water from farmland

The present invention belongs to the technical field of sluices, and discloses a sluice for drawing water from farmland, including a concrete slab. The present invention cooperates with structures such as a foundation and a concrete slab, and according to the water pressure difference, the water on the side of the foundation always flows and pushes the water into the first water trough. The water inside the gate trough will always spray upward and be carried away by the water flowing above the foundation. The water pressure on the gate trough will prevent garbage from entering. The notch on the sealing block is connected to the second water trough. Water needs to overcome gravity to enter the gate trough upward and will also lose potential energy when it hits the bend of the first water trough. It will flow directly away through the second water trough. The suction force at the end of the first water trough increases and extracts a portion of silt, reducing the possibility of the end of the first water trough being blocked. The above-mentioned working process can effectively reduce the possibility of garbage existing in the gate trough, reduce the situation of water leakage after the subsequent gate is closed, and provide safety protection for the growth of crops.
Owner:山东黄河顺成水利水电工程有限公司

A method for monitoring the wear and fatigue of sluice gate opening and closing equipment

This invention relates to the field of equipment monitoring technology, and more particularly to a method for monitoring the loss and fatigue of a sluice gate opening and closing device. The method includes the following steps: simultaneously acquiring multimodal time-series data using vibration sensors, temperature sensors, and acoustic emission sensors, wherein the multimodal time-series data includes vibration signals, temperature signals, and acoustic emission signals; performing wavelet packet decomposition on the vibration signals to extract the energy proportion of a preset frequency band as vibration energy features; calculating the temperature rise rate and local range of the sliding window of the temperature signal as temperature features; extracting the Mel frequency cepstral coefficients from the acoustic emission signals as acoustic features; and concatenating the vibration energy features, temperature features, and acoustic features according to time steps into a multidimensional time-series feature matrix. This invention achieves accurate identification and prediction of equipment loss and fatigue state by utilizing a hidden Markov model to solve for the maximum probability state transition path.
Owner:GUANGDONG RES INST OF WATER RESOURCES & HYDROPOWER

Modular water retaining gate for water conservancy construction

According to the technical scheme, the modular water retaining gate for water conservancy construction is characterized in that the modular water retaining gate belongs to the field of water retaining gates and comprises a body mechanism, the front end of the body mechanism is fixedly connected with a supporting mechanism, the supporting mechanism comprises reinforcing baffles, the reinforcing baffles are distributed at equal intervals, the bottom ends of the reinforcing baffles are fixedly connected with inserting rods, and the inserting rods are fixedly connected with the supporting mechanism. Assembling blocks are fixedly connected to the top ends of the reinforcing baffles, and reinforcing rods are movably connected to the inner ends of the assembling blocks; by arranging the multiple reinforcing baffles, a supporting structure can be formed at the outer end of the water retaining module, positioning rods are operated to be connected with clamping grooves in a clamped mode, the reinforcing rods and the extension rods can be connected, the multiple reinforcing rods and the extension rods can be connected, the multiple reinforcing baffles can be connected in a reinforced mode, and disassembly and maintenance are more convenient and faster; according to the detachable supporting and connecting structure, the stability of each water retaining module is better, and the operation stability of the modular water retaining gate structure for water conservancy construction is improved.
Owner:QUFU DAYU WATER CONSERVANCY ENG CO LTD

A cooperative adaptive scheduling method for pumping stations based on multi-source data

PendingCN122367666AHydrometryMulti source data
This invention discloses a collaborative adaptive scheduling method for pumping stations and sluice gates based on multi-source data, belonging to the field of smart water conservancy automation control technology. The method includes the following steps: pre-extraction of situational feature parameters, including real-time collection of meteorological and rainfall forecast data, upstream water level, downstream water level, inflow into the reservoir and river, equipment operating status data, and downstream water demand commands; and construction of a comprehensive evaluation function S. This invention significantly improves the predictability and timeliness of flood control scheduling, effectively avoiding flood risks caused by sudden hydrological events. Furthermore, by setting a smoothness penalty term and a stability constraint on the actuator in the objective function, it achieves gradual adjustment of gates and pumping stations, completely solving problems such as water hammer effect and river scouring damage caused by excessively rapid actions in traditional control, ensuring the stability of water flow and the service life of water conservancy facilities.
Owner:ZHONGZI TECH CO LTD

Sluice pump station foundation reinforcing structure

The utility model relates to the technical field of sluice pump stations, and discloses a sluice pump station foundation reinforcing structure which comprises a machine body, a sluice frame is fixedly connected to the upper end of the machine body, a first motor is arranged at the rear end of the machine body, a worm is fixedly connected to the output end of the first motor, and first rotating shafts are rotationally connected to the front end and the rear end of the machine body. A worm gear is fixedly connected to the middle of the first rotating shaft, the worm is connected with the worm gear in a meshed mode, first bevel gears are fixedly connected to the left end and the right end of the first rotating shaft, threaded rods are rotationally connected to the four corners of the interior of the machine body, and second bevel gears are fixedly connected to the bottoms of the threaded rods. According to the utility model, through the rotation of the output end of the motor I, more efficient grasping force and fixation on the ground are realized, and the problems that the difference between the borne extra load and an expected target is large, and the load transmitted by the upper water gate pump station structure cannot be effectively and fully dispersed to the deep part of a foundation are solved.
Owner:JIANGSU HYDRAULIC CONSTR GRP CO LTD

Fabricated gate bottom plate structure and construction method

The invention relates to the technical field of water gate engineering, and discloses a fabricated gate bottom plate structure and a construction method.The fabricated gate bottom plate structure comprises a plurality of vertically-arranged steel pipe piles and a plurality of prefabricated casing box modules; the pouring jacket modules are spliced to form a gate bottom plate body; each casing box module comprises a plurality of cabin units, and the cabin units are longitudinally arranged in a tooth-shaped structure in a staggered mode. According to the fabricated gate bottom plate structure and the construction method, the whole gate bottom plate body is divided into a plurality of pouring jacket modules which are prefabricated in a factory and assembled on site, after the multiple pouring jacket modules are installed in place, a diver connects a concrete pouring pipe underwater, opens a drainage hole, pours bottom sealing concrete underwater, and after it is confirmed that the interior of the pouring jacket is closed, the gate bottom plate body is constructed. And pouring underwater non-segregation concrete in different bins, and judging the pouring condition according to the volume and the slurry overflowing condition of the drainage holes. Gaps between the pouring jackets are integrally formed by pouring concrete through a guide pipe method, so that the gate bottom plate body is quickly constructed, and the construction period is shortened.
Owner:CCCC THIRD HARBOR ENGINEERING CO LTD

A method and system for modeling operation data of a tidal river network water gate and a terminal

The application discloses a kind of tidal river network sluice operation data model processing method, system and terminal, it is related to sluice operation analysis technical field, and its technical scheme main points are: initial outer river tidal level is carried out noise reduction pretreatment, and sliding average is carried out;Select the smooth result of the highest matching degree of rising and falling tide trend, and carry out abnormal fluctuation elimination processing;The rising and falling tide trend in standard smooth result is analyzed;Rising and falling tide trend result and water level difference threshold are loaded in Infoworks RTC module;Different water level difference threshold is tried, and the optimal water level difference threshold of sluice opening and closing is determined, to obtain final Infoworks RTC module.The application is carried out to the smooth processing of outer river tidal level data, and the outer river tidal drop process is judged, according to the inner and outer river tidal difference to control the opening and closing of sluice, reach water quality model operation working condition and actual engineering working condition consistent, provide strong support for later water power water quality model rating.
Owner:CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE

Anti-bird device for electrical equipment in sluice machine room

The utility model relates to an anti-bird device for electrical equipment in a water gate machine room, and belongs to the field of anti-bird devices, the anti-bird device comprises an anti-bird net, the anti-bird net is arranged at a penetrating opening through which a steel wire rope penetrates, the anti-bird net comprises a plurality of side net pieces and a lower net piece, the side net pieces are connected end to end to form a quadrangle, and the penetrating opening is located in the quadrangle defined by the side net pieces; the lower net piece is vertically connected to the bottom of the side net piece and provided with the penetrating space for the steel wire rope to penetrate through, birds can be effectively prevented from entering the hoist room by arranging the anti-bird net at the penetrating opening for the steel wire rope to penetrate through, then the birds are prevented from nesting on electrical equipment, and safety and sanitation of the electrical equipment are guaranteed.
Owner:SOUTH TO NORTH WATER SHANDONG LINE CORP

A sluice gate with danger removal function

The present invention provides a sluice with a danger-eliminating function, comprising a wall, a gate opening formed on the wall, a gate plate provided at the gate opening, sealing grooves provided on both sides of the gate plate, and a lifting device provided on the top of the wall; limiting grooves provided on the wall corresponding to the lower portion of the gate opening and on both the left and right sides, the limiting grooves on the side being connected to the limiting grooves on the lower portion, a bottom plate provided in the lower limiting groove for sliding up and down, the bottom plate seated on an elastic telescopic rod, and a sealed cavity formed between the bottom plate and the sidewalls of the limiting groove; a receiving groove extending into the wall on the sidewalls of the limiting groove on the side of the gate opening, a sealing plate provided in the receiving groove; an air cylinder provided in the wall, a piston plate provided for sliding in the air cylinder, the piston plate being connected to the sealing plate via a push-pull rod; an air pipe provided in the wall, one end of the air pipe being connected to the sealing cavity, and the air pipe being connected to the air cylinder via a connecting pipe. The present invention can not only ensure the gate closing effect of the sluice, but also effectively prevent the gate plate from getting stuck, thereby ensuring the stable lifting and lowering of the gate plate.
Owner:HENAN HUASHUI ENG MANAGEMENT CO LTD

Water gate pier protection structure

The utility model relates to a sluice pier protection structure, which belongs to the technical field of water conservancy facilities and comprises a middle sluice pier and side sluice piers, both sides of the middle sluice pier are provided with sluice gate grooves, one side of each side sluice pier close to the middle sluice pier is also provided with a sluice gate groove, the middle sluice pier is arranged between the side sluice piers, and the upstream side of the middle sluice pier is fixedly provided with an arc-shaped long plate. The arc-shaped long plate is a vertical long plate with an arc-shaped opening formed in the front side, the semi-arc plate is fixedly installed on the front side of the side gate pier, the semi-arc plate is a vertical long plate with a semi-arc opening formed in the front side, and the semi-arc openings in the two sides are oppositely arranged. By arranging the arc-shaped long plate, when upstream water flow scours downwards, the upstream water flow rushes into the arc-shaped long plate to be buffered, then water in the arc-shaped long plate flushes back again and is opposite to the water flow rushed down again to generate impact, the effect of reducing the impact force of the water flow is achieved, and therefore the scouring force of the water flow to the gate pier is reduced, and concrete on the surface of the gate pier is prevented from falling off; and subsequent dangers are avoided in advance.
Owner:SHANDONG SURVEY & DESIGN INST OF WATER CONSERVANCY

Gantry crane track beam structure concurrently serving as water gate transverse connection and construction method

The invention relates to a portal crane track beam structure concurrently serving as water gate transverse connection and a construction method, the portal crane track beam structure comprises a portal crane track beam, the portal crane track beam is a precast beam with preset length and width, a reinforced concrete structure is adopted, and the structural size, the concrete strength grade and reinforcing bars all meet the structural stress requirements. Track beam steel bars and transverse connection tensile steel bars are arranged in the portal crane track beam, the transverse connection tensile steel bars extend in the length direction of the portal crane track beam and are arranged on one side of the top and one side of the bottom of the portal crane track beam, and a track facilitating passing of a portal crane is arranged at the top of the portal crane track beam. The portal crane track beams are erected on the tops of the gate piers along the two sides of the length direction and are fixedly connected with the gate piers; the portal crane track beam structure can be beneficial to relieving or eliminating potential safety hazards caused by flow-induced vibration of the gate pier, and meanwhile the elevation of the gate pier can be reduced.
Owner:POWERCHINA HUADONG ENG CORP LTD