239 results about "Bed" patented technology

Measurements made with a multicomponent logging instrument when used in a substantially horizontal borehole in earth formations are diagnostic of the direction of beds relative to the position of the borehole. When the logging instrument is conveyed on a drilling assembly, the drilling trajectory may be maintained to follow a predetermined trajectory or to maintain a desired distance from a boundary such as an oil-water contact.

A transmitter on a bottomhole assembly (BHA) is used for generating a transient electromagnetic signal in an earth formation. A receiver on the BHA receives signals that are indicative of formation resistivity and distances to bed boundaries. A combination of electromagnetic shielding and magnetostatic shielding enables determination of distance to an interface ahead of the drillbit.

Data are acquired using multi-array logging tool in a borehole having an angle of inclination to a normal to the bedding plane of earth formations. The multi-array measurements are filtered using angle dependent filters to give a filtered curve corresponding to a target one of the multi-array measurements using angle dependent filters. Correlation coefficients are determined for a set of possible dip angles and a relative dip angle is estimated from the correlation coefficients. This dip angle estimate together with bed boundaries obtained from the multi-array measurements are used for inverting multi-component measurements alone or jointly with multi-array measurements to refine the relative dip angle interpretation and give horizontal and vertical formation resistivity.

The invention provides a method and system for determining seismic slice isochronism. The method includes the steps that seismic data are collected; the seismic data are identified to obtain the isochronal maker bed of the seismic data and two events corresponding to the isochronal maker bed; according to the events, a stratum time model is established; according to the time model, Wheeler domain conversion is performed on the seismic data to obtain a geologic age domain amplitude data cube; reflection inclination angles corresponding to the geologic age domain amplitude data cube are determined; according to the reflection inclination angle and the geologic age domain amplitude data cube, the slice isochronism is determined; according to the slice isochronism, oil and gas exploration is performed. The problem that because the stratum deposition rate changes, whether seismic slices are isochronal or not is difficult to determine is solved, and the seismic slice isochronism is effectively judged.

Method of constructing a geological model of a subterranean formation formed of at least two sedimentary beds.

On the basis of sparse measurements of the geometry of boundaries of beds of a subterranean formation carried out on a grid, values of the geometry of each bed at any point of the grid are calculated according to at least the following steps: a succession of coarser and coarser grids is defined, constructed on the basis of the grid of interest; then, proceeding from the coarsest grid to the grid of interest, the geometry of the boundaries of each bed is determined by solving an inverse problem initialized with the result obtained for the previous coarser grid. Next, on the basis of the completed geometry of each boundary of beds on the grid of interest, the geological model of the formation is constructed.

Application especially to the exploration and exploitation of oilfields.

The invention discloses a none-full-depth freezing method for penetrating through ultra-thick water-rich bed rock in shaft deepening. According to the method, a shaft penetrates through surface soil, the water-rich bed rock, a water-resisting layer and low-permeability bed rock sequentially from top to bottom, and main freezing pipes penetrate through the surface soil and the water-rich bed rock sequentially from top to bottom, penetrate into the water-resisting layer by 10m-20m and stop in a low-permeability rock stratum; a none-full-depth freezing depth is 240m-260m and a wall-caving-preventing freezing depth is 40m-45m; the main freezing pipes are annularly arranged with the circle center of the shaft as a circle center and the distance between the main freezing pipes and the outer wall of the shaft is 2m; wall-caving-preventing freezing pipes penetrate into the surface soil only by 43m and are annularly arranged with the circle center of the shaft as a circle center, and the distance between the wall-caving-preventing freezing pipes and the outer wall of the shaft is 1m. The method is fast in construction, safe and efficient and capable of preventing water damage caused when underground water damages a horsehead and related chamber rock mass along annular water diversion channels during construction of the horsehead after a full-depth freezing shaft is frozen, wherein the annular water diversion channels are formed by the freezing pipes and temperature measuring pipes; therefore, cost for treating water burst is saved, and safety construction of the horsehead and a chamber is guaranteed.

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 present invention provides a method and apparatus for logging an earth formation and acquiring subsurface information wherein a logging tool is conveyed in borehole to obtain parameters of interest. The parameters of interest obtained may be density, acoustic, magnetic or electrical values as known in the art. The parameters of interest may be transmitted to the surface at a plurality of resolutions using a multi-resolution image compression method. Parameters of interest are formed into a plurality of Cost Functions from which Regions of Interest are determined to resolve characteristics of the Features of interest within the Regions. Feature characteristics may be determined to obtain time or depth positions of bed boundaries and borehole Dip Angle relative to subsurface structures, as well borehole and subsurface structure orientation. Characteristics of the Features include time, depth, and geometries of the subsurface such as structural dip, thickness, and lithologies.

In order to improve the tie between depositionally equivalent beds relative to two or more basins detected within a multi dimensional seismic volume of interest, pseudo logs based on the average of attributes derived from seismic impedance where the compaction trend is not present are created for each basin. The mean is taken over all available azimuths, following the structural variations of introduced micro layers. The correlation between the pseudo log relative to each basin enable a more reliable interpretation between the different basins from which sound exploration decision can be made. Such a process has been successfully applied to seismic data acquired in deep water environment.

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 seismic-resistant-columned rock bolt foundation with an enlarged toe and a construction method of the seismic-resistant-columned rock bolt foundation with the enlarged toe. The seismic-resistant-columned rock bolt foundation comprises a vertical cylindrical foundation body, the vertical cylindrical foundation body is equal to an upper seismic-resistance column in cross sectional size, and the cylindrical foundation body is inlaid in bed rock and provided with an enlarged bottom. The enlarged bottom is provided with a plurality of radial anchor bolts, and the cylindrical foundation body and the bed rock are anchored integrally with concrete by in-trench placement. Excavated volume of the rock foundation can be reduced effectively, the problems of large project amount, high manpower and material consumption and high cost are solved, and excavation cost is lowered greatly. The foundation is reliably connected with the bed rock by bottom enlargement and radial distribution of anchor bolts, connection of the column with the bed rock is enhanced effectively, extraction resistance, shear resistance, compression resistance and antidumping bearing capacity of the foundation are enhanced, horizontal or vertical displacement or separation between the column bottom and the bed rock in a high earthquake intensity area under the action of earthquake when an earthquake occurs is avoided, and seismic resistance of a building on the rock foundation is improved effectively.

The invention belongs to the technical field of coal-bed gas resource exploitation and provides a method for drilling a coal-bed gas well penetrating through a goaf by means of composite blocking of hole-bottom broken rock masses. According to the method, the problems that when the coal-bed gas well is constructed through the goaf, drilling is difficult, and potential safety hazards exist during drilling are solved. The second spud-in drilling stage is conducted through the goaf, and the broken rock masses of drilling surrounding rock of the coal-bed gas well are blocked in sectioned and composite modes; the broken rock masses of the drilling surrounding rock are constructed by three stages, specifically, an auxiliary measure of injecting foam liquid into a hole bottom is carried out on a medium broken rock mass section, an auxiliary measure of injecting slurry into the hole bottom is carried out on a significant broken rock mass section, and a pipe-following drilling measure is carried out on a caving zone cavity section; and accordingly safe and efficient passing-through of the broken rock mass sections and caving zone cavities is achieved. Meanwhile, through the compressive stabilizing technology of a surface layer casing, an intermediate casing and a production casing, the overall rigidity and stability of the drilled well are greatly strengthened

A relative dip angle of a deviated borehole is determined from natural gamma ray measurements. Dip corrected measurements are processed to determine the thickness of thin beds, and the peak gamma ray response in thin beds.

The invention discloses a method for quantitatively analyzing an ultra-deep gypsum salt rock and dolomite coupling mechanism. The method comprises the following steps of: (1) respectively acquiring geological background data, classic field geological outcrop profile measurement data, drilling and logging data and seismic data by taking a Sichuan basin carbonate rock reservoir as an object; (2) according to the data obtained in the step (1), determining the basic geological characteristics of dolomite by using sedimentology, petroleum geology theories and various geochemical test analysis, anddetermining the types of dolomite and petrology and distribution rules of various dolomites; and (3) according to the petrology and distribution rule of various dolomites, analyzing the form and formation mechanism of various dolomites and the quantitative relationship between the dolomites and gypsum salt rock, and finally determining the coupling relationship. By judging the source, the seepagedirection, the path and the like of dolomitic fluid, the coupling relation between the dolomitic fluid source and quantification of the bed series and gypsum salt rock is defined, and the method has important guiding significance for oil and gas exploration.

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 whole-journey gas-proof gas content measuring instrument and a method for using the same to measure residual gas of a rock sample. The measuring instrument comprises a sample smashing system, a heating system and a gas gathering and metering system, wherein the sample smashing system comprises a sample smashing tank capable of being closed, and a gas outlet is formed in the sample smashing tank; the heating system is used for heating the sample smashing tank; the gas gathering and metering system comprises a gas gathering and metering barrel used for gathering and metering the gas separated from the sample smashing tank, and the gas gathering and metering barrel is hermetically connected with the gas outlet of the sample smashing tank. The whole-journey gas-proof gas content measuring instrument uses the multi-functional integrated design, the operation is flexible, the use is facilitated, the gas-proof effect is good, the gas measuring error can be reduced, and the measuring accuracy and precision are improved; when measuring the residual gas of the rock sample, the whole-journey gas-proof gas content measuring instrument is capable of precisely and quickly measuring the residual gas content in shale, coal bed, tight sandstone and the like reservoirs, a sample tank does not need change in the whole journey of experiment, and the gas tightness is rigid; the gas measuring error is small, and the measuring precision is high.

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.

The invention discloses a shield excavating method of a tunnel containing a completely weathered granite boulder development stratum and a bed rock salient section. Pertinent excavating methods are provided for the completely weathered granite boulder development stratum and the bed rock salient section correspondingly, the construction method adopting sequential detection and treatment is adoptedfor the completely weathered granite boulder development stratum, and the method of mid-sea explosion and grouting reinforcement is adopted for the bed rock salient section for construction. The damage probability of a cutterhead and a shield main bearing are greatly reduced, the influences on shield excavating are basically eliminated, and subsea tunnel shield construction is safely and smoothlycarried out.

The invention discloses a fine identification method for the advantageous lithology of shale oil. The fine identification method for the advantageous lithology of the shale oil comprises the steps that three main mineral components are selected to establish a board chart according to X-ray diffraction mineral component data of lithic fragment or core sample minerals in a shale bed section, and fine division of the shale type lithology is achieved; and the shale stratum advantageous lithology division standard is established according to gas logging parameters, rock pyrolysis analysis and brittleness index data. According to the fine identification method for the advantageous lithology of the shale oil, the board chart is established through the X-ray diffraction mineral component data to distinguish the lithology, and the advantageous lithology of a shale stratum is judged by combining the gas logging parameters, rock pyrolysis analysis and the brittleness index data; firstly, the problem that denomination of the shale oil lithology is not clear is well solved, and the lithology can be accurately identified; and secondly, the data capable of identifying the advantageous lithology in the lithology are provided for oil testing and stratum selecting, the result meets the engineering service needs, and a reliable basis is provided for efficient oil and gas resource development of the shale stratum.