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83 results about "Open fracture" patented technology

Multiple azimuth control of vertical hydraulic fractures in unconsolidated and weakly cemented sediments

The invention is a method and apparatus for initiating multiple azimuth controlled vertical hydraulic fractures in unconsolidated and weakly cemented sediments from a single bore hole to control the fracture initiation and propagation of hydraulic fractures at differing azimuths. The multiple azimuth vertical fractures enable greater yield and increased recovery of petroleum fluids from the formation. An injection casing with multiple fracture initiation sections is inserted and grouted into a bore hole. A fracture fluid carrying a proppant is injected into the injection casing and opens fracture initiation sections to dilate the formation in a direction orthogonal to the first fracture azimuth plane. Following completion of the first fracture injection, the fracture fluid is injected into the injection casing and opens a set of second and subsequent fracture initiation sections dilating the formation and initiating and propagating a second and subsequent vertical hydraulic fractures at different azimuths to the first and subsequent earlier installed fractures. The injection casing initiation sections remains open after fracturing providing direct hydraulic connection between the production well bore, the permeable proppant filled fractures and the formation.
Owner:GEOSIERRA

Method for predicting vertical well volume fractured reservoir reform volume of low permeable reservoir

The invention discloses a method for predicting vertical well volume fractured reservoir reform volume of low permeable reservoir. The method sequentially comprises the following steps: (1) calculating the induced stress produced by hydraulic fracture in a three-dimensional space; (2) calculating the formation pore pressure obtained after leak-off of fracturing fluid; (3) calculating the formation pore elastic stress obtained after the leak-off of the fracturing fluid; (4) overlapping the stress fields obtained in the step (1), (2) and (3) with an in-situ stress field to obtain a new crustal stress field, and calculating the magnitude and direction of three-way principal effective stress in the overlapped reservoir space; (5) calculating the open fracture determination coefficient M of a natural fracture in the reservoir space and the shear fracture region determination coefficient S of the natural fracture so as to predict the volume fractured reservoir reform volume. The method is used for predicting the reservoir reform volume after vertical well volume fracturing, is better in operability and accuracy, provides a favorable theoretical basis for effect evaluation and yield prediction after vertical well volume fracturing of the low permeable reservoir, and overcomes the defects of the prior art.
Owner:SOUTHWEST PETROLEUM UNIV

Physical model test method for extension rules of natural cracks and artificial cracks

ActiveCN108386176AReflect the actual stress situationImprove the development effectFluid removalRock corePhysical model
The invention belongs to the technical field of yield increase of oil-gas wells and particularly relates to a physical model test method for extension rules of natural cracks and artificial cracks. The method comprises the following steps: acquiring three-dimensional terrestrial stress and rock mechanics parameters of a real geological rock core under stratum conditions; establishing a physical model of a real reservoir interlayer in a simulated mode, and prefabricating natural cracks in the physical model; loading confining pressure on the physical model according to the three-dimensional terrestrial stress parameters, performing a hydraulic fracture test on the physical model, and acquiring data until the model fractures; sectioning and scanning the fractured model; and performing quantitative analysis on the crack morphology of the model, and researching the influence of the natural cracks on the extension rules of the artificial cracks. The method provided by the invention solvesthe problems that an existing model is a homogeneous model, only one crack is prefabricated in the model, and the crack problems of quantity, positions, sizes and the like of the natural cracks are not considered. The method provided by the invention can master the major factors of the natural cracks on the extension influence of the artificial cracks, provides a theoretical basis for reservoir reformation, and greatly improves the development effect of the oil reservoir.
Owner:PETROCHINA CO LTD

Combined type multifunctional physiological bone pressurization external fixation support

The invention provides a combined type multifunctinal physiological bone pressurization external fixation support, and belongs to the technical field of bone treatment equipment. The problems that a bone pressurizer conducts bone pressurization on the bone broken end blindly, a fracture is not healed frequently, the size of the bone pressurizer is large, the bone pressurizer is fixed outside the limb and is not convenient to carry, and inconvenience is brought to the post-operation life are solved. The combined type multifunctinal physiological bone pressurization external fixation support comprises a physiological bone pressurizer which is installed on a carbon fiber rod, a bone nail fixation clamp is further installed on the carbon fiber rod, the tail of a bone nail is installed on the fixation clamp, the physiological bone pressurizer is adjusted to drive the carbon fiber rod to move to the bone broken end, the carbon fiber rod drives the bone nail fixation clamp on the carbon fiber rod, the fixation clamp drives the bone nail, the bone nail drives the fracture section, and the physiological bone pressurization is completed. The combined type multifunctinal physiological bone pressurization external fixation support is small in size, light in weight, flexible and safe in physiological bone pressurization of the broken end and easy to operate, the cure rate is increased, and bone infection brought by open fracture treatment is avoided.
Owner:HARBIN MEDICAL UNIVERSITY

Manufacture device and method of hydrological coupling test three-dimensional fracture rock sample

The invention relates to a manufacture device and method of a hydrological coupling test three-dimensional fracture rock sample; the manufacture method comprises a three-dimensional fracture precision positioning sample mold and a high-pressure injection fracture preforming device; the three-dimensional fracture precision positioning sample mold comprises side plate I, side plate II, a bottom plate and positioning porous plates and can provide precision positioning for multiple three-dimensional fractures and forming of a sample. The high-pressure injection fracture preforming device comprises polyester film boxes, cotton threads, rubber water pipes, mandrels and manual screws, and can preform high-pressure injection three-dimensional fractures and form an injection passage. By combining annularly distributed holes and transversely distributed holes, the positioning porous plates are used to allow precision positioning for the angle, spacing and spatial positions of the multiple three-dimensional fractures; the small-diameter rubber water pipes and mandrels to preform hydraulic passages in the sample and communicate the open fractures, high-pressure injection of water is achieved for the open fractures. The manufacture device and method are simple in structure, convenient to operate and good positioning precision and are widely applicable to the hydraulic coupling test for three-dimensional fracture rock materials.
Owner:SHANDONG UNIV

Fracturing method for realizing effective partial pressure of dense heterogeneous reservoir stratum

ActiveCN107420081ASolve underutilized issuesOvercoming Inability to Retrofit AdequatelyFluid removalFiberFracturing fluid
A fracturing method for realizing the effective partial pressure of a dense heterogeneous reservoir stratum includes the steps of cutting to an artificial well bottom through a gauge cutter, conducting a pressure test on a shaft after well flushing till the test is qualified, selecting the point with the best physical property of the stratum as a perforation section or spot, conducting heat power perforation or heat power sandblast perforation, putting in a fracture drill tool to conduct first-grade fracturing construction, implementing general fracturing through fracturing liquid, replacing with sand-carrying fluid to enter the stratum, closing a well till a fracturing seam is closed, adding degradable fiber and a water-soluble temporarily plugging agent for blocking a fractured layer section, starting second-grade fracturing construction, repeatedly executing the steps of adding the degradable fiber and the water-soluble temporarily plugging agent and conducting fracturing construction according to the perforation hole number till all perforation sections are sufficiently refitted, and finally conducting well closing, well opening for gushing, production volume finding and well completing. Through the combination of multi-section fixed point perforation and the fiber and the water-soluble temporarily plugging agent, the opened fracturing seam is selectively blocked, an unused stratus is forced to be fractured and a new seam is created, and the aim of effective fracturing and sufficient refitting of all oil reservoirs can be achieved.
Owner:PETROCHINA CO LTD

Water disaster prevention and treatment method for promoting fracture closing through explosion loosening of boundary coal pillars/bodies

ActiveCN107227959APromote break gyrationReduced water conductivityMining devicesTunnelsGrowth heightGeomorphology
The invention discloses a water disaster prevention and treatment method for promoting fracture closing through explosion loosening of boundary coal pillars/bodies. On the basis of the growth characteristics of the mining covered rock water-flowing fracture zone height under the specific mining condition, by collecting surface drilling columnar data of coal mining zones, positions of key strata in covered rock are determined by adopting a key stratum position discrimination method, then, on the basis of a covered rock water-flowing fracture zone height prediction method, each zone water-flowing fracture zone growth height and distribution zones, communicated with water-bearing strata, of water-flowing fracture zones are determined, finally, boundary coal pillar/body construction blasting drilling is performed in the goaf direction in a roadway nearby the zone, communicated with the water-baring strata, of the water-flowing fracture zone, and explosion loosening is performed so as to promote a covered rock stratum to be subjected to advanced fracturing; accordingly, original boundary open fractures are closed step by step, the fracture opening degree is decreased, and the water-flowing capacity is lowered.
Owner:CHINA UNIV OF MINING & TECH
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