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31 results about "Critical layer" patented technology

The associated critical layer is the location where the Doppler shifted frequency of a distant Rossby wave equals the local Brunt-Vaisala frequency. The minimum required Rossby number for instability, Ro= 0.2, is confirmed for parameter values reported in the literature.

Top plate weaken danger removing method

InactiveCN110130897AWeaken effectiveEliminate or reduce overhang areaUnderground miningDirectional drillingSurface recoveryUltimate tensile strength
The embodiment of the invention discloses a top plate weaken danger removing method. The top plate weaken danger removing method comprises the steps that a critical layer of an overlying rock mass isdetermined; directional drilling holes are distributed in the critical layer; the directional drilling holes are constructed; and after constriction of the directional drilling holes are completed, staged fracturing is conducted on fracturing equipment by sending the fracturing equipment to the directional drilling holes. The directional drilling holes are accurately controlled in a hard top platerock layer by using the top plate weaken danger removing method, the rock intensity of the hard top plate can further be effectively reduced, the whole continuity of rock is destroyed, the top plateis effectively weakened, the top plate hanging arch area is eliminated or reduced, and the high mine pressure risk of working surface recovery is relieved in advance; and meanwhile, the pressure of anearby roadway rock layer can be lowered through effective collapsing of the whole working surface hard top plate, the supporting mode of a roadway is simplified, the repair work amount of the roadwayis reduced to great degree, and thus the maintenance cost of the roadway is lowered.
Owner:CHINA SHENHUA ENERGY CO LTD +2

Hyper-parameter determination method for critical convolutional layer of remote-sensing classification convolution neural network

The present invention provides a hyper-parameter determination method for the critical convolutional layer of a remote-sensing classification convolution neural network. The method comprises the steps of constructing a convolutional neural network sample set; constructing a convolutional neural network structure; deterring the hyper-parameters of the critical layer of the convolutional neural network; selecting one convolutional layer as the critical layer, presetting the convolutional kernel size of the critical layer, and calculating the convolution scale; based on the convolutional kernel of the critical layer and the convolution scale, calculating the convolution step length according to a preset rule; presetting the convolutional kernels of other convolutional layers to be kernel size, and presetting the convolution step lengths of other convolutional layers to be 1; and conducting the mean-value down-sampling or the maximum-value down-sampling as the subsequent down-sampling. According to the technical scheme of the invention, based on the image input size and the convolution kernel size, the convolution scale concept is proposed and is adaptive to the remote-sensing spatial scale. On the above basis, an input size and convolution scale-based method for jointly determining the hyper-parameters of the critical layers is provided. In this way, the parameter adjustment time required for the algorithm is reduced, and the object-oriented remote-sensing classification precision is improved.
Owner:WUHAN UNIV OF TECH

Mining overburden rock motion law in-situ observation drill hole layout method

The invention discloses a mining overburden rock motion law in-situ observation drill hole layout method, which is suitable to be used in the field of mining engineering. The mining overburden rock motion law in-situ observation drill hole layout method comprises the steps of: determining a longitudinal overlapping region of fracture ranges of critical layers of an overburden rock by utilizing a critical layer theory; further determining in-situ observation drill hole layout positions and distance between drill holes at a working surface initial mining stage and a working surface overburden rock periodic fracture period, that is, fracture motion of multiple layers and even all the critical layers of the overburden rock can be observed with the minimal ground drill hole number; and providing a mining overburden rock motion law in-situ observation drill hole layout scheme based on the effect achieve in the step 2. The mining overburden rock motion law in-situ observation drill hole layout method avoids the blindness and randomness of drill hole position determination in a traditional method, greatly improves reliability and utilization rate of ground drill holes for observing a mining overburden rock motion law since the real-time monitoring of the overburden rock multiple critical layer fracture motion can be achieved by a single drill hole, achieves a research target with the minimal ground drill hole number, and ensures the realization of maximum economic benefit.
Owner:CHINA UNIV OF MINING & TECH

Method for determining structural support load of double key layers between coal seam group layers

The invention discloses a method for determining the structural support load of double key layers between coal seam group layers and relates to the technical field of coal seam mining. The method comprises the steps that according to the large support load characteristic in the ground pressure characteristics of working faces of the double critical layers between the coal seam group layers during great periodic pressure, a great periodic pressure working face roof structure model is built; according to the great periodic pressure working face roof structure model, it is determined that the support load is the sum of the load applied by the immediate roof weight and the load applied by a ramp step rock beam structure on the lower key layer; according to the support load and the supporting efficiency, the support load of the double-key-layer structure between the coal seam group layers is determined. According to the determined method, on the basis of the actual ground pressure measurement and the physical similar simulation, the obvious characteristics of the ground pressure of the working surfaces are obtained, the structure model of the double key layers between the coal seam group layers is built, the determining method of the support load is provided, and a basis can be provided for determining the support load of the working faces under such condictions.
Owner:XIAN UNIV OF SCI & TECH

Mixed priority-based mobile medical streaming media data scheduling method and system

InactiveCN106067870AReduce useless packagesGuaranteed clarityTransmissionWireless communicationGlobal precedenceData scheduling
The invention provides a mixed priority-based mobile medical streaming media data scheduling method. The method comprises the steps of establishing a coordinate system with a playing sequence time axis to be horizontal coordinates, and the layers of layered streaming media data as vertical coordinates; in the above coordinate system, setting a cache region window for streaming media data on the playing sequence time axis with a playing point bu as a starting point; according to the distance relative to the playing point, dividing the cache region window into a plurality of different scheduling regions; setting a critical layer lc on the data hierarchy of the layered streaming of the vertical coordinates; adopting streaming media data above the critical layer as high layers, and streaming media data below the critical layer as low layers. The invention is characterized in that the high-layer and low-layer streaming media data of different scheduling regions in the cache region window per unit time are scheduled in the polling manner according to the global priorities thereof. In this way, the balance between the definition and the fluency is guaranteed on the condition that the bandwidth is limited. The invention further provides a mobile medical streaming media system based on the above scheduling method.
Owner:BEIJING UNIV OF POSTS & TELECOMM

Method for controlling stability of surrounding rock in gob-side entrydriving of working face of deep island

The invention discloses a method for controlling surrounding rock in gob-side entrydriving of a working face of a deep island. The method comprises the following steps of performing pre-cracking and top breaking before stoping of two adjacent working surfaces of the working face of the island, so as to avoid forming a hinge structure at the end surface of the working face, and avoid the hinged rock beam at the critical layer transferring the stoping stress of covering rock of the adjacent working faces to the working face; selecting a constant-drag large-deformation anchor bolt in a gob-side entrydriving support system, increasing the lengths of anchor bolts at the coal wall side and top plate side, deforming the anchor bolts to relieve pressure, and enabling anchor cables to transfer the concentrated stress of the surrounding rock to the farther physical coal wall; slantwise and downwards drilling pressure relief holes in the physical coal wall side with 3 to 4 cycle roof weighting paces in advance at the working face of the island; spraying slurry to the narrow coal column side. The method has the advantages that the stress concentration degree of the deep working face is effectively reduced, the drags of a bracket, a support column and support are reduced, the stoping efficiency of coal sources is improved, the safe and efficient stoping efficiency of the working face is also improved, and the major technical and economic benefits are realized.
Owner:XIAN UNIV OF SCI & TECH

Optimum Filling Thickness Control Method of Coal Gangue

ActiveCN105917777BSolve control problems of unfavorable engineering characteristicsSolve the problem of uneven settlementSoil-working methodsSpontaneous combustionMining engineering
The invention relates to an optimal filling thickness control method for coal gangue and belongs to agricultural reclamation methods for the coal gangue. The control method comprises the steps: under the condition of selected compacting equipment, firstly, determining critical layering thickness of the coal gangue, then, determining the optimal layering thickness according to an object function model with minimal total compacting times, and finally, calculating filling super high amount; and during construction, carrying out filling by adopting a strip stacking method, and controlling the quality of filling and compacting by adopting a leveling method. The method has the advantages that uniform-thickness layered filling is carried out, and thus, the filling effect is the best; and the uniformity is guaranteed to the maximum, the compacting times are reduced to the maximum, the instability and non-uniform settlement of the gangue are lowered, and the leveling of farmland is guaranteed. Critical thickness control is carried out; during the layered filling, the filling thickness cannot exceed critical thickness, so that the control method is the most effective control method for disadvantageous engineering characteristics of the gangue, and disadvantageous characteristics such as weathering, swelling-shrinkage, spontaneous combustion and corrosion of the gangue are effectively controlled. The filling cost of the coal gangue is reduced; and on one hand, the engineering quality is guaranteed, and on the other hand, the engineering cost is reduced.
Owner:CHINA UNIV OF MINING & TECH

EMC evaluation model and Gamma-NSGA-II-based conduction interference trap multi-objective optimization design method

The invention discloses an EMC evaluation model and Gamma-NSGA-II-based conduction interference trap multi-objective optimization design method and relates to the field of electromagnetic compatibility and a genetic algorithm improvement strategy. An EMC evaluation model is established on the basis of a BP neural network, and a conduction emission signal margin value and a total harmonic distortion rate which represent a conduction interference suppression effect are calculated. By taking the margin value, the total harmonic distortion rate, the weight of the wave trap and the cost as optimization objectives, an optimization objective vector Gamma containing an objective importance order is introduced. The Gamma-NSGA-II algorithm is used to continuously evolve the optimal parameters of interference trap. Compared with NSGA-II, when the critical layer individuals are selected, dimensionality reduction is performed on the optimization target vectors according to importance, then rapidnon-dominated sorting is carried out on the critical layer individuals. The trap parameter optimization design method provided by the invention can be selected for inhibiting conduction interference,reducing the weight of the trap, reducing the cost and the like, and is high in scientificity and good in practicability.
Owner:NANJING UNIV OF AERONAUTICS & ASTRONAUTICS

A method for controlling the stability of surrounding rock in gob-side roadway in deep island working face

The invention discloses a method for controlling surrounding rock in gob-side entrydriving of a working face of a deep island. The method comprises the following steps of performing pre-cracking and top breaking before stoping of two adjacent working surfaces of the working face of the island, so as to avoid forming a hinge structure at the end surface of the working face, and avoid the hinged rock beam at the critical layer transferring the stoping stress of covering rock of the adjacent working faces to the working face; selecting a constant-drag large-deformation anchor bolt in a gob-side entrydriving support system, increasing the lengths of anchor bolts at the coal wall side and top plate side, deforming the anchor bolts to relieve pressure, and enabling anchor cables to transfer the concentrated stress of the surrounding rock to the farther physical coal wall; slantwise and downwards drilling pressure relief holes in the physical coal wall side with 3 to 4 cycle roof weighting paces in advance at the working face of the island; spraying slurry to the narrow coal column side. The method has the advantages that the stress concentration degree of the deep working face is effectively reduced, the drags of a bracket, a support column and support are reduced, the stoping efficiency of coal sources is improved, the safe and efficient stoping efficiency of the working face is also improved, and the major technical and economic benefits are realized.
Owner:XIAN UNIV OF SCI & TECH

Determination Method of Key Convolutional Layer Hyperparameters of Convolutional Neural Networks for Remote Sensing Classification

The invention provides a method for determining key convolutional layer hyperparameters of a remote sensing classification convolutional neural network, comprising the following steps: construction of a convolutional neural network sample set; construction of a convolutional neural network structure; key layer hyperparameters of a convolutional neural network Determination: Select one of the convolutional layers as the key layer, preset the size of the convolution kernel of the key layer, and calculate the convolution scale; calculate the convolution step size according to the set rules according to the convolution kernel and convolution scale of the key layer; Set the convolution kernel of other convolutional layers as kernelsize, and the convolution step of other convolutional layers as 1; the subsequent downsampling size adopts mean downsampling or maximum downsampling. The invention proposes the concept of convolution scale based on the image input size and convolution kernel size, which is compatible with the remote sensing space scale, and on this basis, provides a joint determination key based on the input size and convolution scale The method of layer hyperparameters can reduce the time required for algorithm tuning and improve the classification accuracy of object-oriented remote sensing.
Owner:WUHAN UNIV OF TECH
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