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227results about How to "Quick and accurate determination" patented technology

Method for inspecting single-phase earth fault point of power distribution network

The invention discloses a method for inspecting a single-phase earth fault point of a power distribution network. The method includes the following steps: (1) injecting a test current signal and current detection: inspecting a signal source through a single-phase earth fault, respectively injecting the test current signal with the current value of A1 into three phase lines of the inspected power distribution network in sequence, and adopting a current detection device to synchronously conduct current detection and record detection results when the test current signal is injected into any phase line; (2) judging the existence of the single-phase earth fault: analyzing the detection results recorded in the step one; (3) determining fault sections: comparing the current on the left side and the current on the right side of a signal injecting point on the detected fault phase line, and determining the fault sections of the fault phase line according to the comparative results. The method is simple in step, easy and convenient to operate, low in input cost, low in workload, low in working difficulty, good in using effect and capable of solving a plurality of problems in an existing method for inspecting the single-phase earth fault point.
Owner:西安兴汇电力科技有限公司

High ground stress weak surrounding rock tunnel excavation and support construction method

The invention discloses a high ground stress weak surrounding rock tunnel excavation and support construction method. Excavation and support construction are conducted on a weak surrounding rock tunnel to be constructed in multiple sections from rear to front in the longitudinal extension direction of the tunnel. The method comprises the steps that 1, rock body strength and the maximum ground stress inside surrounding rock are tested; 2, the extrusion-type large-deformation level of the surrounding rock is determined; 3, a primary support scheme is determined, wherein the primary support scheme is determined according to the determined extrusion-type large-deformation level, and the primary support scheme is a profile steel frame support scheme or a grid steel frame and cover arch combined support scheme; 4, tunnel excavation and support construction are conducted; 5, excavation and support construction of the next section are conducted; 6, the fifth step is repeated for many times till the whole excavation and support construction process of the weak surrounding rock tunnel to be constructed is completed. According to the high ground stress weak surrounding rock tunnel excavation and support construction method, the steps are simple, the design is reasonable, construction is convenient, the use effect is good, the tunnel excavation and support construction process of the high ground stress weak rock tunnel can be completed easily, conveniently and rapidly, and the construction process is safe and reliable.
Owner:CHINA RAILWAY 20 BUREAU GRP

Large-deformation control construction method for high ground stress weak surrounding rock tunnel

The invention discloses a large-deformation control construction method for a high ground stress weak surrounding rock tunnel. A plurality of segments are arranged in the longitudinal extending direction of the tunnel from back to front to construct the constructed weak surrounding rock tunnel. The method comprises the steps that firstly, the rock strength and surrounding rock interior maximum ground stress test is carried out; secondly, the large extrusion deformation grade of the surrounding rock is determined; thirdly, a primary support scheme is determined; fourthly, tunnel excavation and primary support construction are carried out; fifthly, longitudinal tunnel strengthening structure construction is carried out; sixthly, tunnel secondary lining construction is carried out; seventhly, construction of the next segment is carried out according to the first step to the sixth step; and eighthly, the seventh step is repeated many times till the whole construction process of the constructed weak surrounding rock tunnel is finished. According to the method, the steps are simple, the design is reasonable, construction is convenient, and the using effect is good. The tunnel construction process of the high ground stress weak surrounding rock tunnel can be easily, conveniently and rapidly finished, the construction process is safe and reliable, and the large deformation of the weak rock can be effectively controlled.
Owner:CHINA RAILWAY 20 BUREAU GRP

Water-rich weak surrounding rock long-and-big tunnel construction method

The invention discloses a water-rich weak surrounding rock long-and-big tunnel construction method. The method includes that a tunnel inclined shaft is arranged on one side of a main tunnel of a tunnel to be constructed, the main tunnel is divided into a tunnel entry section, a tunnel exit section and a middle connecting section connected between the tunnel entry section and the tunnel exit section, the middle connecting section is divided into an inclined shaft assisting construction entry section and an inclined shaft assisting construction exit section, and each of the tunnel entry section, the tunnel exit section, the inclined shaft assisting construction entry section and the inclined shaft assisting construction exit section is divided into multiple sections for construction. A construction method of each section includes: step 1, performing geological forecasting in advance, and when a debris flow formation exists ahead, entering a step 2, or else, entering a step 3; step 2, performing stability control construction; step 3, determining a primary supporting scheme; step 4, excavating the tunnel, and performing primary supporting construction; step 5, performing secondary lining construction on the tunnel. The water-rich weak surrounding rock long-big tunnel construction method is simple in step, reasonable in design, simple and convenient to construct, good in using effect, capable of meeting construction requirements of water-rich weak surrounding rock long-and-big tunnels, short in construction period and safe in construction process.
Owner:CHINA RAILWAY 20 BUREAU GRP

Soft rock tunnel deformation control method based on anchor rod force analysis

The invention discloses a soft rock tunnel deformation control method based on anchor rod force analysis. A soft rock tunnel is excavated and subjected to deformation control construction from back to front according to multiple segments, and when any segment is excavated and subjected to deformation control construction, the method includes the steps that 1, surrounding rock basic mechanical parameters are determined; 2, the tunnel reserved excavated volume is determined; 3, the tunnel is excavated; 4, a tunnel preliminary bracing structure is determined; 5, tunnel deformation control construction is carried out, wherein in the tunnel preliminary bracing construction process, a flexible mold bracing structure is constructed from back to front; 6, a next segment is excavated and subjected to deformation control construction; 7, the step 6 is repeated multiple times till the full excavation and deformation control construction process of the soft rock tunnel is completed. The soft rock tunnel deformation control method is reasonable in design, convenient to achieve and good in use effect, the reserved excavated volume is determined according to the surrounding rock deformation condition of the soft rock tunnel, the flexible mold bracing structure is adopted for carrying out full-section bracing on the tunnel, the flexible mold bracing structure and the tunnel preliminary bracing structure are in coordination deformation, and deformation of the soft rock tunnel can be effectively controlled.
Owner:XIAN UNIV OF SCI & TECH

High-ground-stress weak surrounding rock tunnel excavation construction method

The present invention discloses a high-ground-stress weak surrounding rock tunnel excavation construction method. A weak surrounding rock tunnel under construction is excavated and constructed by multiple segments from back to front along a tunnel lengthwise extension direction. The method comprises a first step of rock mass strength and surrounding rock internal maximum ground stress testing; a second step of surrounding rock extrusion-type large deformation level determination; a third step of tunnel deformation allowance determination, determining the deformation allowance according to a determined extrusion-type large deformation level; a fourth step of tunnel excavation construction, carrying out excavation construction on the current constructed segment according to the determined deformation allowance; a fifth step of carrying out excavation construction on the following segment; and a sixth step of repeating the fifth step till a tunnel excavation construction process is completed. The method provided by the present invention is simple in procedure, reasonable in design, convenient to construct and excellent in using effect, the tunnel excavation deformation allowance is determined according to the high-ground-stress weak surrounding rock extrusion-type large deformation level, the tunnel excavation construction process can be conveniently and quickly completed, and the construction process is safe and reliable.
Owner:CHINA RAILWAY 20 BUREAU GRP +1

Excavation and preliminary bracing method for soft rock tunnel

The invention discloses an excavation and preliminary bracing method for a soft rock tunnel. The excavation and preliminary bracing construction for the soft rock tunnel are performed in sections from back to front. When any section is subjected to excavation and preliminary bracing construction, the method comprises the following steps: 1) confirming basic mechanical parameters of the surrounding rock; 2) confirming the reserved excavated volume of the tunnel: confirming the reserved excavated volume of the currently constructed section according to a theoretical value of inward displacement of the surrounding rock of the soft rock tunnel after being braced; 3) excavating the tunnel; 4) confirming a preliminary bracing structure of the tunnel; 5) constructing the preliminary bracing of the tunnel; 6) performing the excavation and preliminary bracing construction of the next section; and 7) repeating the step 6) till all the processes of the excavation and preliminary bracing construction of the soft rock tunnel are completed. The method disclosed by the invention has the advantages of simple steps, reasonable design, convenience in realization and good use effect; the reserved excavated volume is confirmed according to the surrounding rock deformation condition of the soft rock tunnel; and the steel bracket and the anchoring net sprayed preliminary bracing structure are coordinated for performing all-section preliminary bracing on the tunnel.
Owner:XIAN UNIV OF SCI & TECH

Method and system for positioning faults in power distribution network section containing distributed power supply

InactiveCN106093713ASolve the shortcomings of not being able to correctly express fault informationQuick and accurate determinationFault location by conductor typesPower flowSystem stability
The invention discloses a method and system for positioning faults in a power distribution network section containing a distributed power supply. The method includes the following steps: establishing a power distribution network fault positioning model containing the distributed power supply; based on the power distribution network fault positioning model and each preset initialization parameters, using the preset binary system intelligent algorithm to calculate and generate an initial population; based on the global extreme and individual extreme of the initial population, updating flying speeds of particles; based on the updated flying speeds of the particles, updating the positions of the updated particles; using the binary system coding formula to conduct discretization on the updated particles to form a new generation of population; when the conditions of iteration termination are met, outputting positioning results; based on the influence of DG on fault current, dividing different regions, and looking for the fault critical points of the different regions. The report threshold value of fault current is set and the direction element of the fault current is installed so as to prevent fault report information from the influence by the DG. The method can rapidly and accurately determine the positions of faults, accelerates the recovery of power supply of the system, and increases system stability.
Owner:GUANGDONG UNIV OF TECH

Soft rock tunnel excavation method based on anchor bolt stress

The invention discloses a soft rock tunnel excavation method based on anchor bolt stress and the soft rock tunnel is excavated by a plurality of sections in a longitudinally direction of the tunnel from rear to front. The method for excavating any section of the soft rock tunnel comprises the following steps: first, determing the basic mechanical parameters of surrounding rock; second, determing the reserved excavation capacity of tunnels: determing the capacity of reserved excavation of the current construction section according to a theoretical value S of the soft rock tunnel inward displacement after the completion of supporting, the S is the sum of plastic displacement of surrounding rock in soft rock tunnel and displacement after shaping deformation of surrounding rock in soft rock tunnel; third, the tunnel is excavated; fourth, the next section is excavated; fifth, repeating step fourth until the full excavation of the soft rock tunnel is completed. The soft rock tunnel excavation method has the advantages of simple steps, reasonable design and convenient implementation, and has good effect. The excavation capacity is determined according to the deformation of the surrounding rock of the soft rock tunnel, which can solve the problem of the reserve deformation of the soft rock tunnel, avoid the problem of soft rock tunnel repair work and cost less.
Owner:XIAN UNIV OF SCI & TECH

Personnel and parcel information association display method and device and safety inspection machine

The invention discloses a personnel and parcel information associated display method and device and a safety inspection machine, and aims to solve the problem that parcels and personnel cannot be displayed in an associated manner. The method comprises the following steps: determining associated image information of a parcel and a person from video information acquired in real time according to a preset mode to obtain an associated image information set; acquiring X-ray image information of the target package, and determining a first moment when the target package completely enters the X-ray detection device; determining a second moment according to the running speed of the conveying belt, the distance between the parcel placing end and the X-ray detection device and the first moment, and determining entity image information corresponding to the target parcel from the parcel image data set according to the second moment; determining package associated image information from the associated image information set according to the entity image information, and determining personnel image information according to the package associated image information; and synchronously displaying theentity image information, the X-ray image information and the personnel image information of the target package.
Owner:ZHEJIANG DAHUA TECH CO LTD

Method for rapidly scanning frequency point of multiple cells

The invention belongs to the technical field of wireless communication, and particularly relates to a method for rapidly scanning a frequency point of multiple cells based on fast Fourier transform (FFT). The method comprises a rough scanning process and a fine scanning process; in the rough scanning process, a time domain is transformed through a time frequency, receiving data is transferred to a frequency domain through the FFT, the bandwidth and the central frequency point of a system are determined by judging the initial position of a frequency spectrum segment after frequency spectrum is shaped, and the error is reduced according to a certain rule; the bandwidth of the system can be determined and the central frequency point can be roughly determined by rough scanning; and in the fine scanning process, the power of each frequency point is measured by taking a fixed frequency interval as a step size around the determined spare central frequency point after rough scanning to obtain a group of spare frequency points and select a frequency point corresponding to the maximum power value as the central frequency point. By the method, the bandwidth and the central frequency points of all systems can be simultaneously determined under the condition of interference of the multiple cells so that a user can select access.
Owner:FUDAN UNIV

Shield general segment assembling point location determining method

The invention discloses a metro shield construction general segment assembling point location determining method. A shield tunneling machine is used for conducting shield tunneling construction on a construction tunnel along a tunnel central axis from back to front. After the shield tunneling construction is completed for one link, shield segment assembling construction is carried out. Before anylink of shield segment assembling construction is performed, first of all, segment assembling point locations of current shield segments are determined. Processes include the following steps that firstly, selectable assembling point locations are determined; secondly, selection influence indexes and weight coefficients of the selection influence indexes are determined, and the three selection influence indexes and the weight coefficients of the three selection influence indexes influencing segment assembling point location selection are determined separately; thirdly, the selectable assemblingpoint locations are selectively evaluated, wherein according to a weight coefficient method, the selection of all the selectable assembling point locations is evaluated separately, and the segment assembling point locations of the current shield segments are determined. The shield general segment assembling point location determining method is simple in step reasonable in design, convenient to achieve, good in using effect and capable of conveniently, fast and precisely determining the assembling point locations of the general segments.
Owner:CHINA RAILWAY FIRST GRP CO LTD +1

Wafer defect defection method and system

The invention provides a wafer defect detection method and system, the detection method can be used for rapidly and accurately judging reasons causing defects based on a defect style of a wafer, thereby reducing the influence of problem equipment on the product quality, and meanwhile, improving the production efficiency. The wafer defect detection method is used for a manufacture machine for respectively detecting and determining the defect on the wafer in each detection station; the detection method comprises a relevance step used for enabling the defect style to relate to each manufacture machine group respectively, a scanning step, a defect judging step, a group judging step, an alarming step and a defect processing step; and the wafer defect detection system is used for a manipulator for respectively detecting and determining the defect on the wafer in each detection station, and comprises a relevance unit used for enabling the defect style to relate to each manufacture machine group respectively, a scanning unit, a defect judging unit, a group type judging unit, an alarming unit and a defect processing unit.
Owner:SHANGHAI HUALI MICROELECTRONICS CORP

Method for determining duct piece splicing point position of universal ring for subway shield construction

The invention discloses a method for determining a duct piece splicing point position of a universal ring for subway shield construction. The method comprises the following steps: performing shield tunneling construction on a constructed tunnel from back to front along the central axis of the tunnel by adopting a shield tunneling machine; after a ring of the shield tunneling construction is completed, performing shield duct piece splicing construction; before any ring of shield duct piece splicing construction, determining the duct piece splicing point position of shield duct pieces of the current ring first, wherein the method for determining the duct piece splicing point position comprises the following processes: firstly, determining selectable splicing point positions; secondly, determining selection influence indexes and weight coefficients thereof: respectively determining the three selection influence indexes which influence the selection of the duct piece splicing position point and the weight coefficients thereof; thirdly, performing selectivity evaluation on the selectable splicing position points: respectively evaluating the selectivity of each selectable splicing position point according to a weight coefficient method, and determining the duct piece splicing point position of the current shield duct piece. The method disclosed by the invention is simple in step, reasonable in design, convenient to implement and good in using effect, and can determine the splicing point position of the duct pieces of the universal ring easily, conveniently and accurately.
Owner:CHINA RAILWAY FIRST GRP CO LTD

Soft rock tunnel construction method on the basis of flexible formwork support

The invention discloses a soft rock tunnel construction method on the basis of flexible formwork support. A soft rock tunnel is divided into a plurality of segments from back to front to be subjected to construction. Construction of any one segment comprises the following steps that (1), basic mechanical parameters of surrounding rocks are defined; (2), the tunnel reserved excavating quantity is defined; (3), the tunnel begins to be excavated; (4), A tunnel support structure is defined: the tunnel support structure comprises a tunnel incipient support structure, a flexible formwork support structure and tunnel two-time linings; (5), tunnel incipient support is constructed; (6), the flexible formwork support is constructed; (7), the tunnel two-time linings are constructed; (8), a next segment is constructed; and (9), step (8) is repeated for many times until all the construction processes of the soft rock tunnel are completed. According to the soft rock tunnel construction method on the basis of the flexible formwork support, the method and the steps are easy, design is reasonable, achieving is convenient, and the using effect is good; and the reserved excavating quantity is defined according to deformation conditions of the surrounding rocks of the soft rock tunnel, the flexible formwork support structure is adopted to support full cross sections of the tunnel and subjected to coordination deformation with the tunnel incipient support structure, and thus structure stability of the tunnel two-time linings is guaranteed.
Owner:XIAN UNIV OF SCI & TECH

Cartoon role contour tracing method based on key frame

The invention discloses a cartoon role contour tracing method based on key frame, comprising the following steps of: firstly, artificially selecting key frames from a section of motion sequence of cartoon roles and drawing up the contours of the cartoon roles on each key frame by using curves; then, constructing an optimization model by utilizing contour information labeled on the key frames; and finally, transforming the optimization model into a non-linear least square question for solving and tracing the positions of the contours of the cartoon roles on other frames of the motion sequence. The method can precisely trace the contours of the cartoon roles from a section of motion sequence by effectively utilizing constraint information on time sequences and space, and can be used for analyzing the deformations the roles on each position of the motion sequence by utilizing the contour of the cartoon roles on each position of the motion sequence, wherein the contour of the cartoon roles on each position is captured and obtained by the contour tracing method.
Owner:ZHEJIANG UNIV

Blackboard writing wiping device for automatically positioning working area on basis of teaching pole controller

The invention relates to a blackboard writing wiping device for automatically positioning a working area on the basis of a teaching pole controller, and belongs to the field of teaching auxiliary devices. The blackboard writing wiping device comprises a writing board. Guide rails are arranged on the upper side and the lower side of the writing board and connected with motors and are divided into the X-axis guide rail and the Y-axis guide rail. The Y-axis guide rail can move on the X-axis guide rail. The X-axis guide rail and the Y-axis guide rail are connected with the X-axis motor and the Y-axis motor respectively. An ultrasonic receiver and a controller are arranged on one side of the writing board. The blackboard writing wiping device further comprises the teaching pole controller which comprises a teaching pole. A power supply, a radio transceiver, a circuit board and an ultrasonic transmitter are arranged in the teaching pole. The power supply, the radio transceiver and the circuit board are connected in series to form a circuit. Through ultrasonic and radio positioning and microprocessor calculation, the coordinates of a fixed point at which the teaching pole controller points can be accurately and rapidly determined, and the wiping area is determined; the structure is simple, use is convenient, labor and resources are saved, and the environment protection function is achieved.
Owner:宫玉娟

Method for determining deformation allowance of high-ground-stress soft surrounding rock tunnel in excavation

The invention discloses a method for determining the deformation allowance of a high-ground-stress soft surrounding rock tunnel in excavation, which comprises the following steps: 1, excavation of a test section, wherein the test section of the constructed soft surrounding rock tunnel is excavated from back to front along the longitudinal extension direction of the tunnel; and in the process of excavating, a tunnel hole formed by excavating is subjected to preliminary bracing from back to front, and then a preliminary bracing structure of the tunnel hole is obtained; 2, deformation monitoring, wherein crown settlement values and horizontal clearance convergence values on N tunnel monitoring cross-sections in the test section are respectively monitored, and then N sets of deformation monitoring data respectively corresponding to the N tunnel monitoring cross-sections are obtained; 3, determination on a deformation allowance range based on an assurance rate, wherein the determined deformation allowance range includes a deformation allowance range of an arch of the tunnel and a deformation allowance range of a side wall of the tunnel; and 4, determination of deformation allowance. The method disclosed by the invention is simple in steps, convenient to implement, low in invested cost and good in using effect, and can effectively solve the problem of determining the deformation allowance of the high-ground-stress soft surrounding rock tunnel.
Owner:CHINA RAILWAY 20 BUREAU GRP

Wireless access point switching method and wireless access point switching device

The invention relates to a wireless access point switching method and a wireless access point switching device. The wireless access point switching method comprises the steps of when switching from a currently connected wireless access point (AP) to another neighboring wireless AP is required, transmitting a state acquiring request to each neighboring wireless AP so that the neighboring wireless AP acquires self AP state information according to the state acquiring request; receiving the AP state information returned from each neighboring wireless AP; determining a to-be-accessed neighboring wireless AP according to the AP state information of the neighboring wireless APs; and switching from the currently connected wireless AP to the to-be-accessed neighboring wireless AP. Therefore according to the wireless access point switching method and the wireless access point switching device, the currently connected wireless AP can be automatically switched to an appropriate neighboring wireless AP, thereby improving switching efficiency and switching accuracy for the wireless AP.
Owner:BEIJING XIAOMI MOBILE SOFTWARE CO LTD

Mask and method for detecting light leakage degree of photo-etching machine

The invention discloses a mask and a method for detecting the light leakage degree of a photo-etching machine, and relates to the field of semiconductor manufacturing. The method comprises the following steps: providing a wafer coated with photoresist and a mask comprising a strip width test pattern and a full shading pattern; performing first exposure by using the mask; translating the mask to enable part of the strip width test pattern on the surface of the wafer to be completely covered by the full shading pattern on the mask; carrying out secondary exposure and development, the developed wafer surface comprising a repeated exposure strip width test pattern and an initial exposure strip width test pattern; and acquiring the strip width of the repeated exposure strip width test pattern and the strip width of the initial exposure strip width test pattern, and determining the light leakage degree of a photo-etching machine. The problem that the light leakage degree of a photo-etching machine cannot be rapidly and accurately obtained by an existing detection method is solved. The light leakage degree of a photo-etching machine can be quickly and accurately measured.
Owner:HUA HONG SEMICON WUXI LTD

Chromatographic peak end point adjusting method and chromatographic work station having chromatographic peak end point adjusting function

ActiveCN104730181ASolve the technical problem of inaccurate identification of endpointsResolve technical issues identified as inaccurateComponent separationComputer scienceData point
The present invention discloses a chromatographic peak end point adjusting method and a chromatographic work station having the chromatographic peak end point adjusting function. The chromatographic peak end point adjusting method comprises: determining a chromatographic peak middle point; sequentially judging whether the slope value of the data point in the data group and behind the chromatographic peak middle point is subjected to symbol change, and adopting the last data point before the symbol change or the first data point after the symbol change as the chromatographic peak end point if the symbol change exists; if the symbol change does not exist, searching a first data group having the data point average slope absolute value of less than the preset slope threshold, and adopting any one data point in the group as a first data point; searching a second data group having the data point average slope absolute value of more than the preset slope threshold and positioned behind the first data group, and adopting any one data point in the group as a second data point; and searching all data points having the slope absolute value of less than the preset slope threshold and positioned between the first data point and the second data point, and determining the lowest data point as the chromatographic peak end point. According to the present invention, the chromatographic peak end point can be quickly and accurately determined.
Owner:达耐科学有限公司

Image restoration method and device, computer readable storage medium and electronic equipment

The invention relates to an image restoration method and device, a computer readable storage medium and electronic equipment. The method comprises the steps of determining a first feature map of a damaged image; Determining a missing part feature map of a target area of the damaged image according to the first feature map, and obtaining a target feature map according to the first feature map and the missing part feature map; And generating a repair image corresponding to the damaged image according to the target feature map. Therefore, according to the technical scheme, the image is repaired by determining the missing part feature map of the damaged image, on one hand, the missing part in the damaged image can be rapidly and accurately determined during image repairing, and therefore the accuracy and precision of an image repairing result are effectively improved. And on the other hand, the missing part in the damaged image can be more concerned during image restoration, so that the robustness and the mobility of the image restoration method can be effectively improved, and the user experience is improved.
Owner:CLOUDMINDS BEIJING TECH CO LTD

Urban rail vehicle air conditioner system fault diagnosis method and device

The invention provides an urban rail vehicle air conditioner system fault diagnosis method and device. After a fault signal acquired by an acquisition module through monitoring of the acquisition module on an air conditioner system is obtained, the fault signal is processed with a wavelet packet transform algorithm, reconstructed signals of different frequency bands of the fault signal are obtained, then, feature information of the fault signal can be obtained according to the reconstructed signals, at the moment, the feature information is calculated by adopting a possibility clustering algorithm, a fault type corresponding to the fault information can be rapidly and accurately determined so that processing can be accurately and rapidly performed according to the fault type, the urban rail vehicle air conditioner system can rapidly recover normal work, and a comfortable riding environment for passengers is guaranteed.
Owner:ZHUZHOU ELECTRIC LOCOMOTIVE CO

Mineral identification method based on reflection spectrum

The invention, which belongs to the technical field of mineral identification, proposes a mineral identification method based on reflection spectrum. The method comprises the following steps: S1, carrying out data measurement; to be specific, measuring a plurality of sampling points in a sample by using a spectrograph to obtain a measurement value; S2, carrying out data processing; to be specific,acquiring a spectral waveform of each sampling point based on the measurement value of each sampling point in the S1, carrying out splicing correction, and then carrying out equalization to obtain aspectral waveform of the sample; S3, carrying out mineral identification; to be specific, carrying out calculation on the spectral waveform data of the sample in the S2 to obtain the position of a characteristic valley, carrying out standard matching on typical minerals in a spectrum database based on the wavelength of the characteristic valley to obtain a matched mineral, and then comparing the spectral waveform of the matched mineral with the spectral waveform of the sample to obtain minerals that may exist in the sample; and S4, carrying out data calculation; to be specific, carrying out fitting calculation on the minerals that may exist in the sample to obtain mineral compositions in the sample and relative content of all compositions. Therefore, problems of low recognition precision and long recognition time in the prior art are solved.
Owner:中国黄金集团石湖矿业有限公司

Method and device for checking direction of antenna feeders of base stations

The invention relates to a method and a device for checking the direction of antenna feeders of base stations. The method includes: acquiring call release bill data in each sector of the base stations in a set time period, wherein when calls are released, a user terminal is kept connected with at least three base stations; determining the location of the user terminal when any call in any sector of the base stations is released according to the acquired bill data; fitting a bill direction angle of any sector on the basis of the determined location of the user terminal when all the calls in any one of the sectors are released; determining whether the antenna feeder in each sector of the base stations has connection errors or not and whether a work parameter direction angle of each sector is correct or not according to the relation between the bill direction angle of each sector of the base stations and the work parameter direction angle. By the method and device, the connection problem of the antenna feeders of the base stations can be checked efficiently.
Owner:CHINA TELECOM CORP LTD

Method and device for monitoring line defects in bus differential protective current analog quantity of transformer substation

The invention provides a device for monitoring line defects in bus differential protective current analog quantity of a transformer substation. The device is matched with a system including N branch neutral lines which are connected to a public N terminal and then commonly grounded. (N+1) monitoring devices are respectively arranged on N branch neutral lines and a common ground wire. Each monitoring device comprises a current transformer, a middle relay and an alarm module, wherein the first end and the second end of the current transformer are positioned on the existing connected circuit to induct current; one end of the middle relay is connected to a normally open contact point of the current transformer and used for controlling the existing working state of the normally open contact point after comparing the inducted current value with the preset current threshold value; and the alarm module is connected to the other end of the normally open contact point and started to emit an alarm signal when the normally open contact point is closed. According to the embodiment of the invention, the device can be used for timely finding that multiple points of the bus differential protective current secondary loop of the transformer substation are grounded, and is beneficial to the maintaining staff to quickly maintain, so that a phenomenon that the transformer substation bus differential protection is wrongly started while having external faults or not started while having internal faults is avoided.
Owner:SHENZHEN POWER SUPPLY BUREAU

LLC synchronous rectifying device and control method, electronic device and storage medium thereof

The invention provides an LLC synchronous rectifying device. The LLC synchronous rectifying device comprises an input end, a switching circuit, a resonant network circuit, a transformer, a rectifyingand filtering circuit, an output end and a driving device, the driving device comprises a driving module, a resonant frequency detecting module, an excitation current detecting module, and a rectification shutdown module, the driving module is connected to the switching circuit, the driving module outputs the driving signals to drive the switching circuit to be turned on, the resonant frequency detecting module and the excitation current detecting module are respectively connected with the resonant network circuit, and the resonant frequency detecting module acquires the resonant current of the resonant network circuit, and resonant frequency detecting module sends the resonant current to the rectification shutdown module, the excitation current detecting module obtains the excitation current of the resonant network circuit, and sends the excitation current to the rectification shutdown module, and the rectification shutdown module receives the resonant current and the excitation current, and monitors the corresponding time of driving signal when the resonant current and excitation are equal. The LLC synchronous rectifying device can effectively, quickly and accurately determine the turn-off time of the secondary MOSFET and the control is simple and the cost is low.
Owner:南昌沃尔贯新能源科技有限公司

Determination method for dissolved oxygen in water

The invention relates to a determination method for dissolved oxygen in water, and belongs to the technical field of sensors in analytical chemistry field. According to the present invention, a mixing liquid prepared from cellulose acetate and an octaethyl platinum porphyrin solution is coated on a glass slide in a dropwise or rotating manner, and drying is performed to prepare an oxygen sensitive film; the detection apparatus for dissolved oxygen in water comprises a nitrogen saturation sample, an oxygen saturation sample, peristaltic pumps, a cuvette, a fluorescence spectrophotometer and recorder; and two cups having a lid are respectively filled with the nitrogen saturation sample to be determined and the oxygen saturation sample to be determined, the contents of the nitrogen saturation sample and the oxygen saturation sample are adjusted by adjusting the flow rates of the two peristaltic pumps, the samples to be determined are mixed through a three-way valve to form sample liquids having different dissolved oxygen concentrations, the sample liquid finally enters the cuvette containing the oxygen sensitive film, the fluorescence intensity at an excitation wavelength of 535 nm is determined through the fluorescence spectrophotometer, a Stern-Volmer curve is drawn, and the dissolved oxygen content in water is measured.
Owner:JIANGNAN UNIV
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