242 results about "Bed" patented technology

The invention provides a geology single-layer data depth time conversion method and device for seismic data explanation. The geology single-layer data depth time conversion method includes: using a seismic marker bed position nearest to the upper portion of a target series of strata as the initial position of calculating to extract time and depth initial values; obtaining the geology single-layer depth values to be calculated from an oil filed geology stratified data table to serve as the target depth values in deep time conversion; adopting an interval transit time curve, performing depth time conversion calculation from the initial depth downwards in a point-by-point recurrence mode until reaching the target depth, and solving the time value corresponding to the target geology single layer; and using the seismic data explanation layer position under the target series of strata as the reference, comparing errors between time values of well logging speed calculation and actual seismic wave travel time values, performing error correction in an error averaging method, and outputting the rectified results to obtain the final geology single-layer time values.

The invention relates to a construction method in weak wall rock area. Wherein, it arranges stress transfer channel in the channel bottom plate, and loosing explodes at the bottom corner of said stress transfer channel to form one weak wall rock area; via said area, the high developing stress in the upper coal bed can be transmitted into the deep part of wall rock, and the developing stress in the bottom plate can be reduced, to effectively control the bottom drum. The invention has simple process and significant stress reduction effect, with wider application.

A system is disclosed for processing a group of spatially related seismic data traces in which seismic data windows extending over selected portions of said group of spatially related seismic data traces are defined, and a transform is applied to the successively selected windows to convert the seismic data within the successively selected widows to the frequency domain thereby generating a frequency spectrum of the seismic data within said successively selected windows. Selected frequency spectra are then combined to generate an average of the selected frequency spectra, thereby generating averaged frequency spectra, ane the averaged frequency spectra are utilized to generate data related to the location of thin beds in the earth's subsurface.

The invention provides a shallow-buried high-strength mining rock stratum migration grouting control and grouting amount calculation method, and belongs to a coal mine high-strength mining damage control and surface damage reduction method. Aiming at a shallow-buried high-strength overlying strata large-damage two-zone development structure of a western mining area, the invention provides a low-damage three-zone overlying strata structure formed by grouting and filling a caving zone and a bed-separated fissure zone, so that the surface damage is greatly reduced. The shallow-buried high-strength mining rock stratum migration grouting control and grouting amount calculation method mainly comprises the steps of determining the position of an overlying strata key layer; calculating maximum deflection w of the key layer before breaking; calculating a grouting amount calculation formula Vg=piwLd/3 required by the bed-separated fissure zone, and determining the height H1 of the caving zone according to the mining height of the coal seam working face and the properties of a roof and a floor; and further giving a calculation formula Vk = dH1L-Vg-(H1-M)bdL of the grouting amount of the caving zone for ensuring that the key layer is not broken; according to a calculation result, after a lower main roof of the working face is fractured for the first time, drilling a well from the ground and grouting into the caving zone; and when the working face is pushed to one square, beginning to grout the bed-separated fracture body. The shallow-buried high-strength mining rock stratum migration grouting control and grouting amount calculation method is as shown in the drawing of the abstract. By implementing the shallow-buried high-strength mining rock stratum migration grouting control and grouting amount calculation method, the surface damage degree of shallow-buried high-strength mining can be greatly reduced, and green mining of ecologically fragile regions of western mining areas isrealized.

The invention provides a method for combined exploitation of coal and its associated oil shales. The method comprises the construction steps that when the coal and its associated oil shales are located in a reasonable exploitation bed separation distance range, coal resources located at the lower portion are firstly exploited, a mine bearing pressure is fully utilized to destroy associated oil shales located in an overlying rock layer and reduce the strength; then, the associated oil shales at the upper portion are exploited later to achieve combined exploitation of coal and its associated oil shales. Therefore, the shortcoming that when oil shales are independently exploited, the oil shale strength is higher and accordingly a coal cutter difficultly break rocks can be overcome. According to the exploitation method, existing infrastructures and sinking and driving engineering can be fully utilized, the roadway tunneling amount can be decreased, investment can be reduced, the costs are low, the phenomenon that the oil shales associated with coal are severely abandoned can be effectively completely eradicated or decreased, the resource utilization rate can be improved, an economic value is huge, and the method has the important practical significance on relieving of conventional energy source supply and demand pressure, energy structure adjustment and energy guaranteeing.

The invention discloses a rock slope slip test system which comprises a base, a mounting mechanism and a test mechanism are arranged on the base, the test mechanism comprises a bottom plate and baffles, a slope body is arranged between the two baffles, a circulating rainfall mechanism is arranged above the slope body, and a sliding groove is formed in one end of the bottom plate; the slope body sequentially comprises an overlying rock layer, a soft soil interlayer and a bed rock layer from outside to inside. A collecting groove is formed in the base, and a filtering mechanism is installed at the bottom of the collecting groove and communicated with the circulating rainfall mechanism. According to the rock slope slip test system provided by the invention, bedding rock slope slip motion in nature can be simulated in an indoor experiment, and the rock slope slip test system is used for researching a slope failure process and mechanism; bedding rock slope sliding motion of different combined structural planes in the nature can be simulated; in addition, corresponding damage test data can be obtained by adopting corresponding detection instruments, and the system is used for deep research on the damage process of the rock slope.