171 results about "Flume" patented technology

A power generation flume for use with fluid or water flow channels that includes an acceleration zone where a power generation system can be used in an accelerated flow to generate power in a cost efficient manner. The flume can have a variety of dimensions and can be used at one or at multiple locations along or across the flow channel without effecting upstream flow conditions.

The invention discloses a method for predicting the main indexes of flue-cured tobacco smoke, which comprises the following steps: firstly, establishing a model for the main indexes of the flue-cured tobacco smoke; secondly, detecting the main chemical compostions and the main indexes of the smoke of a training flue-cured tobacco sample and a testing flue-cured tobacco sample; thirdly, using a gray function clustering method to cluster the training flue-cured tobacco sample; fourthly, determining the variable of the sample entering the model; fifthly, establishing a gray prediction model between the main indexes and the main chemical compositions of the smoke of each type of the sample; sixthly, establishing a BP neural network for each type of the training sample; and seventhly, performing a test and an adjustment by using the main indexes and the main chemical compositions of the smoke of the testing flue-cured tobacco sample. In the process of detection, the main chemical components of the flue-cured tobacco sample to be tested are clustered; and then the model of the type of the sample is applied to performing prediction so as to obtain the main indexes of the smoke. The method overcomes defects that the prior art needs to detect and operate a large number samples, achieves the prediction of the main indexes of the flue-cured tobacco smoke by using a small amount of the chemical composition samples, lightens the workload caused by smoke panel tests for formulating personnel, and can be widely used in the tobacco industry.

The invention relates to grounding vibration experimental method and system of a steel catenary riser. The grounding vibration experimental method of the steel catenary riser comprises the following steps of, firstly, arranging a flume, paving clay which has close physical property and mechanical property with prototype seabed soil at the bottom of the flume, arranging a wave absorbing region at the end of the flume, arranging a water outlet on the flume above the wave absorbing region, and simulating an ocean current in a riser grounding region in a mode of circulating refluxing of effluent, wherein the water level in the flume is higher than the upper surface of the clay; secondly, with the application of a method of truncation simulation, arranging a riser grounding segment model in the limited flume, applying the vertical load and the horizontal lateral load at one end of the riser grounding segment model, and simulating grounding vibration of the steel catenary riser caused by motion of a floating body and a seabed groove formed with pipe-soil interaction; and thirdly, through an acceleration sensor and a strain gauge which are arranged on the riser grounding segment model at intervals, collecting a response signal of grounding vibration of the model, thereby influences on grounding vibration of the steel catenary riser of the seabed surface soil body property and different flow rate damping conditions are acquired.

The present invention relates to an interactive ride, such as a flume within a flume. In one embodiment, a water ride can include a first flume ride and a second flume ride. The first flume ride can include a first middle section, while the second flume ride can include a second flume section. The second flume ride can pass through the first flume ride by having the second middle section pass through the first middle section. Thus, the second middle section can be located within the first middle section. The first middle section and the second middle section can form a pass-through section. The second flume ride can be partially supported by the first flume ride.

This invention is about a process for painting drug elution vas internal support and the painting apparatus. It is a process for painting cardiovascular support and the painting apparatus. This invention solves the problem of heterogeneous painting and great material consumption in current support. The painting preparation processes mainly contain cleaning, drying and spraying to prepare drug coating. The painting apparatus mainly contain: support, nozzle, solution bottle, plastic hose, flow instrument, high-pressure tank, nozzle, ultrasonic atomizer, adjustable rotary table and flume. The downside of the support strut connects with the adjustable rotary table; the solution bottle connects with high-pressure tank by the flow instrument, the ultrasonic atomizer, whose top connects with the solution bottle, is installed in the flume. The uniform drug coating is formed by painting ultrasonic nebulized aerosol fogdrop on the surface of the support of certain movement state. This invention can not only paint heterogeneously and decrease surface roughness of support, but also can greatly save painting material.

The present invention discloses a rock model test flume and method based on test circumstance and variable interface, and equipment thereof. The structure of the test flume is: water inlet and outlet are set on the bottom of test container fixed and supported by bracket, combinable roughness plate is set in the test container and angle protractor and vertical line are on the side wall of test container; mounting hole is set on the top of the bracket to mount raining nozzle or other assistant apparatus; tank, water pump, conduit pipe and raining nozzle are jointed in turn outside the test container. The present invention can simulate model test of geotechnical body raining or inundating under the difference conditions of geotechnical interface or interface friction, also can test at one condition and fit for model test of other medium under the conditions of difference interface or raining and inundating also.

The invention relates to a method helping fish to go through the dam, which belongs to the fish protection technologies field. The method is: collect fish with fish collecting platforms downstream of the dam, then transport over dams, put in the guiding flume that dam leads to the end of the reservoir. The advantages of the present invention lies in that considering fish go through the dam, consider upstream transport at the same time, combines the fish guiding flume in design, by laying guiding flume on the shore or in water to transport fish to the tail of reservoir, combines traditional fish road features in guiding flume design, so that the fish can keep physical force in movement.

The invention discloses a method for processing data offline in real time on the basis of a Spark big data frame. The method comprises the following steps that: through Flume, collecting data from a data source; uploading collected offline data to an HDFS (Hadoop Distributed File System) in an offline module; uploading real-time data to a Kafka cluster in the real-time module; preprocessing data on the HDFS by Spark; preprocessing data in the Kafka cluster by Spark Streaming; importing the preprocessed offline data into a Hive data warehouse; importing the preprocessed real-time data into a Mysql database; in the Hive data warehouse, developing and analyzing the offline data, transmitting a result to a front-end webpage to realize data visualization; and in the Mysql database, transmittingthe real-time data to the front-end webpage to realize data visualization. By use of the method, efficient calculation service and a reliable storage system are provided for data processing business,and various data processing requirements can be met.

The invention discloses a real-time analysis method for sewage color and flow detection on the basis of a sewage port video. The method comprises steps as follows: firstly, whether water is drained from a drainage port is detected, if water is drained, colors of different pixel positions of a current running water area are detected and compared with images when no water is drained, the water flow transparency is acquired according to the color distance, the colors are converted to a white background uniformly, and the transparency rate and the conversion colors are output; the transparency rate and the colors are converted, the transparency rate and the colors after sewage treatment under the standard condition are compared, the relative volume of the drained water is converted, and if the drainage port is a standard Parshall flume, the actual volume of the water flow is converted. The sewage drainage port is monitored on scene in real time, whether the water is drained from the drainage port is detected, and if the water is drained timely, the color, the flow volume and the transparency rate of the sewage are extracted. The actual volume of water flow and the height of the water flow at a Parshall flume pipe can be further calculated.

The invention refers to a barrier-free floor threshold, in particular old building or renovation threshold that can be put on a finished floor, wherein the floor threshold seals an exterior area of a building against an interior area, or two rooms against each other, while interacting with a window or a door, comprising a basic body, having at least one, preferably two grooves for receiving magnetic seal strips, wherein a first thermal separation is provided on the side of the basic body pointing inwards, and wherein a bottom end element is arranged on the side of the basic body facing the floor in order to limit a flume that connects the grooves with an outlet provided on the outside of the basic body.

Disclosed herein is a hydroplaning debris-flow simulation apparatus which includes an inclined flume provided with a plurality of water permeation units.

Disclosed herein is an apparatus and method for simulating a submarine landslide. The apparatus includes an inclined flume; a plurality of sedimentary layers which are stacked on top of one another in the flume and tapped; water which is charged into the flume on the sedimentary layers in such a way that the surface of the water is formed in the flume; and a plurality of injectors which are provided in a bottom of the flume so as to be movable upwards or downwards with respect to the flume and inject gas or water into the sedimentary layer. The sedimentary layers are changed in pressure and temperature by the gas or water injected from the injectors into the sedimentary layers so that an artificial slope collapse is caused, whereby a water wave is generated in the flume.

The invention belongs to the technical field of measurement and calculation, and relates to a method for measuring and calculating the regulation scale of an artificial fish shelter, aiming at solving the problem that the existing method for measuring and calculating the regulation scale of the artificial fish shelter flow field can not meet the requirements of measurement and calculation. The invention provides a measuring and calculating method which comprises the steps of: carrying out three-dimensional shaping on an artificial fish shelter by computer aided design, arranging a fish shelter monomer or a multi-fish shelter complex into a numerical flume, conducting three-dimensional grid subdivision on the numerical flume, importing grid data into a common CFD software, selecting a large-eddy simulation on turbulence modeling, numerically simulating the flow field change of the fish shelter after putting, and analyzing the output calculation results, thus being capable of obtaining the differences of characteristic dimension of flow fields such a slow flow area, an upward flow area and the like under different types of conditions of fish shelters, water depth, shelter combinations and the like. The method is used for measuring and calculating the flow field regulation scales of different types of shelter bodies and shelter body combination under different water depths and flow velocities, and provides scientific data for optimization and configuration of the fish shelter monomer design and the multi-shelter combination scheme.

Disclosed is a factory artificial seedling method of tilapia. A filtering temperature control device (a) processes and controls the temperature, salinity, PH value of water and supplies water for maintaining oxygen content. A hatching device (b) comprises a conical hatching barrel (2) and a collecting tank (3), an open is arranged at the upper part of the hatching barrel (2) and is connected to a receiving tank (4) from a flume. A water supply pipeline is directly inserted into the bottom of the hatching barrel (2) by a valve, micro water current is controlled to impact fertilized eggs to roll and hatch completely. Newly-hatched larva enters into the collecting tank (3) with water flow from the upper open of the hatching barrel (2), after the larva is processed according to genders, the larva is sent into a seedling tank (6) and is cultured 15 to18 days, then the larva can be sold and cultured as seedlings. The flume (5) under the collecting tank (3) and the seedling tank (6) is connected with the filtering temperature control device by a refluxing pipeline, and backwater is processed and reused in circulation. The technical method of the invention is scientific, the design of the device is reasonable, the practicality is strong, the factory production can be realized, the seedlings can be supplied for the large-scale cultivation, and the quality of fish fry cultured by the method is good, the survival rate is high, and the method has the good economic benefit.

The invention discloses an integrated measuring device and method for the flow velocity and the depth of a flume test. The integrated measuring device for the flow velocity and the depth of the flumetest comprises a measuring device body, and the measuring device body comprises a measuring instrument and a monitoring probe; the integrated measuring device further comprises switching assemblies for mutual switching of velocity measuring and depth measuring and further comprises an adjusting device for adjusting the position of the measuring device body, and the adjusting device comprises a left-right position adjusting assembly, a front-rear position adjusting assembly and a height adjusting assembly; and the switching assemblies are connected with the height adjusting assembly. Accordingto the integrated measuring device, velocity measuring and depth measuring can be converted, and a depth measuring device and a velocity measuring device are integrated; the problems that traditionalequipment is limited in measuring space, inflexible in moving, complex in operation and long in consumed time can be effectively solved; and compared with a traditional flume scouring test, the integrated measuring device for the flow velocity and the depth of the flume test is simple in structure, small in occupied space, convenient to operate and high in efficiency.

The invention relates to a geological disaster prevention and control system and method for preventing flood and debris flow, and belongs to the technical field of geological disaster prevention and control. The geological disaster prevention and control system comprises a separation system, an energy dissipation system, a silt parking and desilting system and a diversion canal; the separation system comprises more than one stone retaining ditch and a water retaining gate; the energy dissipation system comprises a speed reduction slot, an anti-climbing baffle, an anti-impact baffle and a siltseparation passage; and the silt parking and desilting system comprises a silt parking place, a silt inlet, a flume, a silt discharge gate and a silt discharge passage. According to the invention, thebreakout characteristics and provenance properties of debris flow and flood are sufficiently considered; by arranging the separation system, the energy dissipation system, the silt parking and desilting system and the diversion canal, the debris flow is subjected to energy dissipation; if flow and an impact force of the debris flow or the flood are excessive, multiple stages of geological disaster prevention and control systems for preventing the flood and the debris flow can be arranged along the outside of a riverway or a cheuch so as to implement staged energy dissipation and decrement ofthe debris flow, carry out staged component control on the debris flow disaster and implement geological disaster prevention and control on the flood and the debris flow.

An apparatus has a brine tank that is subdivided into cooling cells each having a vertical carousel for submerging blocks of cheese. The cheese blocks are carried through an inlet flume by a flow of brine and then sequentially diverted into the cooling cells where the cheese blocks are loaded into the respective vertical carousel. After the cheese has cooled sufficiently, the brine flow carries the blocks of cheese out of the respective cooling cell. Movement of the cheese blocks and the carousels is controlled automatically, without human intervention. A unique fluid circulation system transfers chilled brine through the tank from a cooling cell containing the coldest cheese to cooling cells with successively warmer cheese blocks.

The invention provides an efficient, robust and safe large data polymerization system and method. The efficient, robust and safe large data polymerization method comprises the steps that mobile equipment log data is sent to web log collection servers through interfaces, and a Flume Agent process is arranged on each web log collection server; the Flume Agent process sends all log data of Agent to a central server by adopting a LoadBalanece Agent strategy in an equilibrium mode; and the data enters the central server and is written in a magnetic disk, and the log data stored in an extranet disk is transmitted to an intranet through GAP. According to the method, massive log data is collected by means of the open source software Apache Flume, Kafkachannel of Flume is used as a data gathering mode, which can both guarantee the efficiency of data collection, and meanwhile guarantee the data will not be lost due to single point failure, thereby having obvious advantages compared with memorychannel and filechannel of the Flume. After the massive log data is written in the disk, Hdfs is recorded through a custom interface, and a speed of hundreds of megabytes per second has been achieved, which approaches to the bottleneck of the traditional bandwidth of hundreds of megabytes and is close to the rotating speed of the magnetic disk.

The invention discloses a method for determining a gas permeability coefficient of concrete. The method comprises the following specific steps of: (1) sealing the side surface of a cylindrical concrete test specimen which is then placed in a test flume of a gas permeability testing device; (2) inputting N2 into the test flume of the gas permeability testing device, and regulating a pressure to a constant value by a pressure regulating meter and a pressure meter, which are connected with the test flume, thus obtaining an outlet pressure P2 remained unchanged; (3) inputting N2 into the bottom of the concrete test specimen, regulating a pressure by a pressure regulating meter and a pressure meter, which are connected with the concrete test specimen, thus obtaining, an inlet pressure P1; and (4) measuring the volume flow rate of gas at different inlet pressures P1 through a flowmeter connected with the concrete test specimen, recording the reading number Q2 of the flowmeter, and then calculating to obtain the revised gas permeability coefficient K. The gas permeability coefficient of concrete derived by the method is relatively close to an actual value and high in accuracy.

The invention discloses a model test device and a test method for monitoring an effect of tunnel water inrush on groundwater environment. The device comprises a whole model frame of a groundwater test, wherein a groundwater channel model is arranged in the whole model frame of the groundwater test, an inlet end of the groundwater channel model is connected with a water tank mounted at the top of the whole model frame, and an outlet end is connected with a tunnel model; a layer of fine stone is paved on the upper surface of the groundwater channel model; a groundwater level monitoring device is placed on a frame of the tunnel model; a CT(captive test) detection device which is vertical to a groundwater channel is arranged in the whole model frame of the groundwater test, the whole model frame of the groundwater test is made of antiseptic wood materials, besides two layers of insulated paint are brushed on the inner side of the whole model frame, and the whole model frame is coated with waterproof cloth to form a leakproof combination; a flume used for storing excurrent groundwater caused by the water inrush is placed outside the opening of a tunnel, and the groundwater is drawn back to the water tank through a water pump to be recycled.

The invention discloses a transmission method and device of data, relates to the field of internet technology, and mainly aims to solve problems that in the prior art, a Flume system collects log data, and if MemoryChannel is adopted for storing the data, an overflow anomaly exists when speed of writing of the received log data is greater than speed of removing log data and overstocked data in theMemoryChannel are too much; and if FileChannel is adopted for storing the data, performance of log-data writing or removing is lower. The technical solution of the invention includes: monitoring writing speed of data in preset storage space and removing speed of data; respectively transferring data in the preset storage space to first storage space and second storage space if the writing speed ofthe data is greater than the removing speed of the data and data occupancy space in the preset storage space exceeds an overflow risk threshold value; and transmitting the data in the first storage space to an external memory, and transmitting the same to the second storage space by the external memory.

A movable formwork used for U-type water-conservancy flume construction comprises an inner beam and an outer beam. The front end and the rear end of the lower portion of the inner beam are fixedly connected with an inner beam number one leg supported on the top of a flume pier, an inner beam number four leg which is formed in a pouring mode on an inner rail of the flume, an inner beam number two leg, an inner beam number three leg and an inner die system, wherein the inner beam number two leg and the inner beam number three leg are supported on the lower portion of the inner beam through carrier rollers arranged on the top of the movable formwork, and the inner die system is fixed to the outside of the inner beam through a supporting rod and an oil cylinder and is of a movable formwork structure. Double beam bodies of the outer beam are connected to form a whole through a connection beam, the connection beam is of a truss structure, and the front end and the rear end of the lower portion of the outer beam are respectively and fixedly connected with an outer beam main supporting leg supported on the top of the flume pier, an outer beam rear walking mechanism, an outer beam front walking mechanism, a plurality of outer ribs of an oppositely-opening structure and outer templates, wherein the outer beam front walking mechanism is supported on a rail on the upper portion of the inner beam, the outer beam rear walking mechanism is supported on the rail which is formed in the pouring mode on the top of the flume, the outer ribs are evenly hinged to the lower portion of the outer beam through hinged supports and retractable oil cylinders in the longitudinal direction along the outer beam, and the outer templates are fixed to the insides of the outer ribs through stay bars and bolts.