同轴双向回转钻进破岩效率研究          下载免费PDF全文

曹彦伟  李谦 《探矿工程》2021,48(S1):70-78

国内外相关研究均显示同轴双向回转可有效降低钻具振动和提高破岩效率,但双向回转相对传统单向回转的钻进效率的提升水平研究较少。据此,本文建立双向回转钻头以及单向回转钻头与岩石相互作用的有限元模型,以破岩比功作为评价指标量化比较分析了2种钻头的破岩效率。通过定义双向钻头内外壁尺寸差、内外钻头的间隙、内钻头壁厚与双向钻头内外壁尺寸差之比、内外钻头转速比和内外钻头底部高度差5种核心参数,并设计正交试验完成了仿真分析。结果显示,内外钻头高度差与内外钻头间隙对于破岩比功影响比较小,内外钻头尺寸差、内外钻头转速比和内钻头壁厚与双向钻头内外尺寸差之比对破岩比功影响显著。  相似文献   

顺北油田钻井参数强化的提速效果评价          下载免费PDF全文

李银婷  董小虎 《探矿工程》2021,48(7):72-78

X、Y井是部署在塔里木盆地顺北油田的2口勘探井,X井为钻井参数强化试验井,X井较Y井在实钻中更好地执行了钻井参数强化措施,三开5600~7500 m井段X井机械钻速较Y井提高了119%。对比分析,X井通过配置压力级别更高的地面设备,实钻实现了更高的排量和泵压,X、Y井的钻头冲击力分别为0.73~1.02 kN、0.61~0.85 kN,钻头水功率分别为6.79~11.38 kW、5.37~8.79 kW,机械比能为0.23~2.15 MPa、0.52~3.5 MPa。钻井参数强化的实验过程中,X井获得了更高的井底机械能量与水力能量以及更理想的破岩环境,其机械钻速明显高于Y井,符合钻井参数强化提速的预期。  相似文献   

基于波导结构的紧凑型电介质加载双极化天线研究     

马自龙  褚庆昕 《南京气象学院学报》2019,11(1):17-22

本文提出了一款基于波导结构的紧凑型电介质加载双极化天线.通过采用在传统波导内加载电介质材料的方法,可以有效减小波导尺寸,从而达到天线小型化的目的.针对波导结构口径天线高后瓣辐射的问题,本文提出了一种在波导金属壁上添加矩形槽孔的方法,该方法的原理不同于扼流环结构.相比之下,矩形槽孔具有结构简单、尺寸小、加工方便等优点.通过电磁场全波仿真分析,可以发现所提出的天线具有阻抗带宽宽（大于40%）、增益高（8.6±0.6 dBi）、辐射性能稳定等优点,有很大的潜力,可以应用在如卫星通信等X波段的各种应用场景中.  相似文献   

低剖面紧凑的圆盘加载单极子天线     

侯岳峰  张志军 《南京气象学院学报》2019,11(1):8-12

本文介绍了一种低剖面小型化圆盘加载单极子天线.通过盘加载的方式,在中心频率5.8 GHz处,首先将单极子天线的剖面从大约12.9 mm（0.25λ₀）降低到2 mm（0.039λ₀）,实现了低剖面的特性.加载在单极子天线上方的圆盘,尺寸大概为21 mm（0.41λ₀）,因此天线具有结构紧凑的特点.接着,为了使天线具有良好的匹配,在加载圆盘四周加入4个接地通孔,并且在馈电端口加入集总电感.最终,天线在中心工作频率5.8 GHz处实现了反射系数-15 dB的匹配性能.  相似文献   

A constitutive model for mechanical and chemo‐mechanical compaction in sedimentary basins and finite element analysis          下载免费PDF全文

A. Brüch  S. Maghous  F.L.B. Ribeiro  L. Dormieux 《国际地质力学数值与分析法杂志》2016,40(16):2238-2270

Compaction and associated fluid flow are fundamental processes in sedimentary basin deformation. Purely mechanical compaction originates mainly from pore fluid expulsion and rearrangement of solid particles during burial, while chemo‐mechanical compaction results from Intergranular Pressure‐Solution (IPS) and represents a major mechanism of deformation in sedimentary basins during diagenesis. The aim of the present contribution is to provide a comprehensive 3D framework for constitutive and numerical modeling of purely mechanical and chemo‐mechanical compaction in sedimentary basins. Extending the concepts that have been previously proposed for the modeling of purely mechanical compaction in finite poroplasticity, deformation by IPS is addressed herein by means of additional viscoplastic terms in the state equations of the porous material. The finite element model integrates the poroplastic and poroviscoplastic components of deformation at large strains. The corresponding implementation allows for numerical simulation of sediments accretion/erosion periods by progressive activation/deactivation of the gravity forces within a fictitious closed material system. Validation of the numerical approach is assessed by means of comparison with closed‐form solutions derived in the context of a simplified compaction model. The last part of the paper presents the results of numerical basin simulation performed in one dimensional setting, demonstrating the ability of the modeling to capture the main features in elastoplastic and viscoplastic compaction. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

Consolidation in spatially random unsaturated soils based on coupled flow‐deformation simulation          下载免费PDF全文

Y. Cheng  L.L. Zhang  J.H. Li  L.M. Zhang  J.H. Wang  D.Y. Wang 《国际地质力学数值与分析法杂志》2017,41(5):682-706

This paper integrates random field simulation of soil spatial variability with numerical modeling of coupled flow and deformation to investigate consolidation in spatially random unsaturated soil. The spatial variability of soil properties is simulated using the covariance matrix decomposition method. The random soil properties are imported into an interactive multiphysics software COMSOL to solve the governing partial differential equations. The effects of the spatial variability of Young's modulus and saturated permeability together with unsaturated hydraulic parameters on the dissipation of excess pore water pressure and settlement are investigated using an example of consolidation in a saturated‐unsaturated soil column because of loading. It is found that the surface settlement and the pore water pressure profile during the process of consolidation are significantly affected by the spatially varying Young's modulus. The mean value of the settlement of the spatially random soil is more than 100% greater than that of the deterministic case, and the surface settlement is subject to large uncertainty, which implies that consolidation settlement is difficult to predict accurately based on the conventional deterministic approach. The uncertainty of the settlement increases with the scale of fluctuation because of the averaging effect of spatial variability. The effects of spatial variability of saturated permeability k_sat and air entry parameters are much less significant than that of elastic modulus. The spatial variability of air entry value parameters affects the uncertainties of settlement and excess pore pressure mostly in the unsaturated zone. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

Numerical analysis of the effect of natural microcracks on the supercritical CO2 fracturing crack network of shale rock based on bonded particle models          下载免费PDF全文

Peihuo Peng  Yang Ju  Yongliang Wang  Shaoqin Wang  Feng Gao 《国际地质力学数值与分析法杂志》2017,41(18):1992-2013

The problem of predicting the geometric structure of induced fractures is highly complex and significant in the fracturing stimulation of rock reservoirs. In the traditional continuous fracturing models, the mechanical properties of reservoir rock are input as macroscopic quantities. These models neglect the microcracks and discontinuous characteristics of rock, which are important factors influencing the geometric structure of the induced fractures. In this paper, we simulate supercritical CO₂ fracturing based on the bonded particle model to investigate the effect of original natural microcracks on the induced‐fracture network distribution. The microcracks are simulated explicitly as broken bonds that form and coalesce into macroscopic fractures in the supercritical CO₂ fracturing process. A calculation method for the distribution uniformity index (DUI) is proposed. The influence of the total number and DUI of initial microcracks on the mechanical properties of the rock sample is studied. The DUI of the induced fractures of supercritical CO₂ fracturing and hydraulic fracturing for different DUIs of initial microcracks are compared, holding other conditions constant. The sensitivity of the DUI of the induced fractures to that of initial natural microcracks under different horizontal stress ratios is also probed. The numerical results indicate that the distribution of induced fractures of supercritical CO₂ fracturing is more uniform than that of common hydraulic fracturing when the horizontal stress ratio is small.  相似文献   

MODULATION OF ATMOSPHERIC THERMAL AND MECHANICAL FORCINGS AND NUMERICAL MODELING OF MEAN MERIDIONAL CIRCULATION          下载免费PDF全文

Wu Guoxiong  Cai Yaping 《Acta Meteorologica Sinica》1993,7(4):412-422

Upon investigating the relative locations of internal and external forcing and the resultant mean meridional circulation,it was found that thermal forcing and mechanical forcing for the formation of atmospheric mean meridional circulation are modulated by a certain ratio.This ratio is determined by the inherent baroclinity,static stability and absolute vorticity of the atmosphere.By employing a parameterization scheme for radiative heating and condensation heating,together with the analysisdata of the European Center for Medium-range Weather Forecasts,the mean meridional circulation for January wassimulated numerically.It was found that latent heat release in the tropics may result in the formation of double-layeredHadley circulation,so do the eddy momentum transfer processes.On the other hand,mean meridional circulations in extra-tropics are mainly determined by external momentum forcing and atmospheric properties of eddy momentum andheat transfer.  相似文献   

Performance Prediction of Circular Diamond Saws from Mechanical Rock Properties in Cutting Carbonate Rocks   总被引：2，自引：0，他引：2  

M. Fener  S. Kahraman  M. O. Ozder 《Rock Mechanics and Rock Engineering》2007,40(5):505-517

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On Continent-Continent Point-Collision and Ultrahigh-Pressure Metamorphism   总被引：4，自引：0，他引：4  

DONG Shuwen  Chinese Academy of Geological Sciences  Baiwanzhuang Ro  Beijing WU Hongling  LIU Xiaochun  XUE Huaimin Institute of Geomechanics  Chinese Academy of Geological Sciences  Beijing Fei Zhenbi 《《地质学报》英文版》2002,76(1):69-80

Up to now it is known that almost all ultrahigh-pressure (UHP) metamorphism of non-impact origin occurred in continent-continent collisional orogenic belt, as has been evidenced by many outcrops in the eastern hemisphere. UHP metamorphic rocks are represented by coesite- and diamond-bearing eclogites and eclogite facies metamorphic rocks formed at 650-800℃ and 2.6-3.5 GPa, and most of the protoliths of UHP rocks are volcanic-sedimentary sequences of continental crust. From these it may be deduced that deep subduction of continental crust may have occurred. However, UHP rocks are exposed on the surface or occur near the surface now, which implies that they have been exhumed from great depths. The mechanism of deep subduction of continental crust and subsequent exhumation has been a hot topic of the research on continental dynamics, but there are divergent views. The focus of the dispute is how deep continental crust is subducted so that UHP rocks can be formed and what mechanism causes it to be subducte  相似文献