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    • 5. 发明授权
    • Method for determining geometric characteristics of a hydraulic fracture
    • 确定水力裂缝几何特征的方法
    • US09250346B2
    • 2016-02-02
    • US13468893
    • 2012-05-10
    • Marwan ChararaMaxim Chertov
    • Marwan ChararaMaxim Chertov
    • G01V1/22G01V1/28G06F19/00G01V1/42G01V1/30
    • G01V1/42G01V1/284G01V1/301G01V2210/646
    • Method for determining geometric characteristics of a hydraulic fracture includes performing a baseline seismic survey for a geological formation. A velocity model is created by combining results of the baseline seismic survey and additional geoscientific information, and seismic properties of the geologic formation are evaluated. At least one strong flat lithological reflector disposed below a planned fracture is identified. A numerical model of elastic wave propagation in the geologic formation with a fracture with given properties is created. Hydraulic fracturing is performed and after fracturing when the fracture is maintained open and pressurized seismic surveys are performed. The fracture's dimensions and shape are determined by comparing the first and the second reflected and refracted seismic signals and solving an inverse problem with the use of the numerical model.
    • 确定水力裂缝的几何特征的方法包括对地质构造进行基线地震勘测。 通过组合基线地震勘测结果和附加地球科学信息创建速度模型,并评估地质构造的地震性质。 确定位于计划中的裂缝下方的至少一个强平坦的岩性反射器。 创建了具有给定特性的具有裂缝的地质构造中的弹性波传播的数值模型。 当断裂保持开放并进行加压地震勘测时,进行水力压裂和压裂后。 通过比较第一和第二反射和折射的地震信号来确定裂缝的尺寸和形状,并使用数值模型解决逆问题。
    • 7. 发明申请
    • METHOD FOR DETERMINING GEOMETRIC CHARACTERISTICS OF A HYDRAULIC FRACTURE
    • 确定液压破碎几何特性的方法
    • US20120305242A1
    • 2012-12-06
    • US13468893
    • 2012-05-10
    • MARWAN CHARARAMAXIM CHERTOV
    • MARWAN CHARARAMAXIM CHERTOV
    • E21B49/00
    • G01V1/42G01V1/284G01V1/301G01V2210/646
    • Method for determining geometric characteristics of a hydraulic fracture comprises performing a baseline seismic survey for a geological formation. A velocity model is created by combining results of the baseline seismic survey and additional geoscientific information, and seismic properties of the geologic formation are evaluated. At least one strong flat lithological reflector disposed below a planned fracture is identified. A numerical model of elastic wave propagation in the geologic formation with a fracture with given properties is created. Hydraulic fracturing is performed and after fracturing when the fracture is maintained open and pressurized seismic surveys are performed. The fracture's dimensions and shape are determined by comparing the first and the second reflected and refracted seismic signals and solving an inverse problem with the use of the numerical model.
    • 确定水力压裂的几何特征的方法包括对地质构造进行基线地震勘测。 通过组合基线地震勘测结果和附加地球科学信息创建速度模型,并评估地质构造的地震性质。 确定位于计划中的裂缝下方的至少一个强平坦的岩性反射器。 创建了具有给定特性的具有裂缝的地质构造中的弹性波传播的数值模型。 当断裂保持开放并进行加压地震勘测时,进行水力压裂和压裂后。 通过比较第一和第二反射和折射的地震信号来确定裂缝的尺寸和形状,并使用数值模型解决逆问题。
    • 8. 发明申请
    • Non-invasive measurement of fluid-pressure diffusivity using electro-osmosis
    • 使用电渗进行非侵入性测量流体压力扩散系数
    • US20060130573A1
    • 2006-06-22
    • US11014325
    • 2004-12-16
    • Marwan ChararaSteven PridePatrice Ligneul
    • Marwan ChararaSteven PridePatrice Ligneul
    • E21B47/06G01N15/00
    • G01V3/24G01N2015/1075
    • An apparatus for determining fluid-pressure diffusivity in a borehole (12) in a formation (10) includes an electrode (16) and a strain measuring device (18),(20) (or a particle velocity measuring device (18),(20) or a particle acceleration measuring device (18),(20)) disposed a fixed distance from the electrode (16). The electrode (16) injects an electrical current into a point on a wall of the borehole (12). The strain measuring device (18),(20) measures strain (or the particle velocity measuring device (18),(20) measuresd particle velocity or the particle acceleration measuring device (18),(20) measures particle acceleration) at the fixed distance from the point of injection of the electrical current over time. The fluid-pressure diffusivity is determined based on the measured strain (or measured particle velocity or measured particle acceleration) over time. A method of determining a fluid-pressure diffusivity in a borehole (12) includes injecting an electrical current into a point on a wall of the borehole (12), measuring at least one of strain, particle velocity, and particle acceleration at a fixed distance from the point of injection of the electrical current over time, and determining the fluid-pressure diffusivity based on the measured at least one of strain, particle velocity, and particle acceleration over time.
    • 一种用于确定地层(10)中的钻孔(12)中的流体压力扩散率的装置,包括电极(16)和应变测量装置(18),(20)(或粒子速度测量装置(18) 20)或与电极(16)固定距离设置的粒子加速度测量装置(18),(20))。 电极(16)将电流注入钻孔(12)的壁上的点。 应变测量装置(18),(20)测量应变(或粒子速度测量装置(18)),(20)测量粒子速度或粒子加速度测量装置(18),(20)测量粒子加速度 与电流注入点的距离随时间推移。 基于测量的应变(或测量的颗粒速度或测量的颗粒加速度)随时间确定流体压力扩散系数。 确定井眼(12)中的流体压力扩散率的方法包括将电流注入钻孔(12)的壁上的点,测量固定距离处的应变,粒子速度和粒子加速度中的至少一个 从电流注入的时间点开始,并且基于随时间测量的应变,粒子速度和粒子加速度中的至少一个来确定流体压力扩散系数。
    • 10. 发明申请
    • METHOD, SYSTEM AND LOGGING TOOL FOR ESTIMATING PERMEABILITY OF A FORMATION
    • 用于估计形成渗透性的方法,系统和测井工具
    • US20110019500A1
    • 2011-01-27
    • US12526154
    • 2007-02-06
    • Boris Danylovich PlyushchenkovAnatoly Alexeevich NikitinMarwan Charara
    • Boris Danylovich PlyushchenkovAnatoly Alexeevich NikitinMarwan Charara
    • G01V1/50
    • G01V3/265G01V1/50G01V11/00G01V2210/6163
    • The invention relates to the methods for determining the permeability of a geological formation saturated with a liquid and provides for a method, a system and a logging tool for estimating permeability. The method comprises exciting a formation with acoustic energy pulses propagating into the formation, measuring the acoustic response signals produced by the acoustic exciting and the electromagnetic signals produced by said acoustic energy pulses within the formation and separating components from said measured acoustic response signals and said measured electromagnetic signals representing Stoneley waves propagating through the formation. The acoustic response signals and electromagnetic signals representing Stoneley waves propagating through the formation are synthesized. The separated acoustic response signal and electromagnetic signal components and the synthesized Stoneley wave signals are compared. The permeability is determined from differences between the synthesized Stoneley wave signals and the separated acoustic response signal and electromagnetic signal components.
    • 本发明涉及用于确定用液体饱和的地质层的渗透性的方法,并提供用于估计渗透性的方法,系统和测井工具。 该方法包括通过传播到地层中的声能脉冲来激发地层,测量由声激发产生的声响应信号和由地层内的所述声能脉冲产生的电磁信号,并将分量与所测量的声响应信号和所测量的声响 电磁信号代表通过地层传播的斯通利波。 合成表示通过地层传播的斯通利波的声响应信号和电磁信号。 比较分离的声响应信号和电磁信号分量以及合成的斯通利波信号。 磁导率由合成的斯通利波斯信号与分离的声响应信号和电磁信号分量之间的差异确定。