四川平武银厂金矿勘探复杂地层钻进技术          下载免费PDF全文

杨福全  龙海涛 《探矿工程》2018,45(6):36-39

四川平武银厂金矿区钻探施工中遇到漏失、缩径、岩心破碎、易孔斜和钻孔事故频发等施工难题,施工难度极大。本文结合地层特点,通过采用绳索取心液动锤、高密度低失水泥浆体系、跟管钻进等工艺技术措施,提高了钻进效率和施工质量,大幅度减少了孔内事故的发生,为顺利完成钻孔施工任务奠定了坚实的基础。  相似文献   

利用滨海地下水系统对双频潮汐的响应识别含水层压力传导系数     

代希勤  阳玲  张铭  王同科  赵志学  郝永红 《水文》2021,41(1):66-72

含水层的压力传导系数是地下水溶质运移及扩散的重要参数,通常压力传导系数由抽水试验确定,即通过抽水给地下水系统一个扰动,然后监测地下水水位的响应,进而计算压力传导系数。对滨海地区含水层来说,潮汐波动就是天然的抽(注)水试验。潮汐由不同频率的分潮构成,前两项主频潮汐基本可代表潮汐主要特征。利用地下水水位对潮汐的响应,识别含水层压力传导系数。在推导出地下水对双频潮汐响应的解析解的基础上,提出了潮汐信号衰减法识别压力传导系数,并做了敏感性分析。通过对数值解叠加高斯噪音信号进行参数估算,证明该方法估算压力传导系数具有较高的可靠性和实用性。  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   

HCW-90型全液压自动猫道钻杆支架起升同步性分析          下载免费PDF全文

盛洁  王清岩  钟蔚岭  李铠君  金赠伍 《探矿工程》2021,48(S1):316-323

本文针对HCW-90型全液压自动猫道的钻杆支架起升过程进行研究,采用多体动力学与液压控制系统联合仿真方法,分析了钻杆支架起升液压缸动作的同步性对钻杆从支架末端运动至平台档销限位处的动态过程的影响。重点讨论了起升液压缸同步性对管体空间位姿、动力学参数、管体运动至终了处与档销碰撞过程。进一步分析了管体受到限位后趋于稳定的动态过程和定位精度。此外,综合考虑管体运移的快速性、平稳性和定位准确性,对起升液压缸的液压控制系统的输入信号进行了合理调整,并在满足工作性能的前提下,提出了采用分流阀构建低成本液压控制系统的方案。  相似文献   

冲击地压关键层远程区域水力压裂防治技术          下载免费PDF全文

黄澎涛 《探矿工程》2021,48(S1):187-194

针对我国目前冲击地压防治工程人员身处冲击危险区域,无法实现区域先行、超前治理的局面,论文提出了矿井冲击地压关键层远程钻孔水力压裂防治技术。分析了我国冲击地压矿井的地质条件和近几年重大冲击地压灾害的特点,认为华北石炭—二叠系煤田和侏罗系煤田很多冲击地压煤矿煤层上覆地层,普遍发育厚层坚硬的砂岩关键层,能量的释放符合冲击地压形成的“3因素”理论。经论证,关键层脆性强,硬度大,易于压裂,利用水力压裂法解除地应力是合适的;井下长钻孔、地面深孔和地面导斜钻孔的施工技术和钻孔水力压裂技术已成熟,实现远程钻孔水力压裂区域性的防治冲击地压是可行的。工业性试验显示,井下长钻孔顺层分段水力压裂长度可达800 m,水压可达40 MPa,裂缝半径为40 m;地面垂直钻孔分段压裂深度可达3000 m,压裂段高>100 m,压力达80 MPa,裂缝半径为100~200 m;地面导斜钻孔水平顺层段长度达1000 m,压力达80 MPa,裂缝半径为100~150 m;压裂前后煤体应力或支架压力的检测数据对比显示,压裂后的应力较压裂前降低了10 MPa以上,满足区域治理的要求,钻孔远程水力压裂在防治冲击地压上较传统方法具有显著超前优势、区域优势、效率优势、安全优势和环保优势,可以做到冲击地压防治区段的无人化,满足区域先行、超前治理的国家要求。  相似文献   

WRF中土壤图及参数表的更新对华北夏季预报的影响研究   总被引：2，自引：0，他引：2  

卢冰  王薇  杨扬  仲跻芹  陈敏 《气象学报》2019,77(6):1028-1040

土壤质地及其物理性质的参数化对陆面过程模拟具有明显的影响。研究了土壤质地和土壤水文参数表的更新对WRF（Weather Research and Forecasting）模拟性能的影响。使用北京师范大学土壤属性数据集和修正后的土壤水文参数表替换WRF默认数据,对2017年6—8月华北地区开展数值模拟试验和评估验证。结果表明,模拟结果对土壤类型数据集和水文参数表的更新较为敏感,对地面要素预报有正效果。WRF默认土壤数据集中,中国东部以粘壤土为主,而在北京师范大学土壤数据集里则以壤土为主;修正后的土壤水文参数在Noah陆面过程中增强了裸土潜热蒸发能力。数值模拟试验表明,土壤输入数据和土壤水文参数的更新能够增强陆面向大气的潜热同时减弱感热输送,致使大气底层温度降低而湿度增大。利用华北区域748个地面气象观测站的2 m温度和2 m湿度对2017年夏季的模拟结果进行验证,结果显示更新试验对地面要素的预报偏差有较好的修正作用,能够将2 m温、湿度的预报技巧分别提高3.4%和2.9%。   相似文献   

In situ stress field of eastern Australia     

R. R. Hillis  J. R. Enever  S. D. Reynolds 《Australian Journal of Earth Sciences》2013,60(5):813-825

New in situ data based on hydraulic fracturing and overcoring have been compiled for eastern Australia, increasing from 23 to 110 the number of in situ stress analyses available for the area between and including the Bowen and Sydney Basins. The Bowen Basin displays a consistent north‐northeast maximum horizontal stress (σ_H) orientation over some 500 km. Stress orientations in the Sydney Basin are more variable than in the Bowen Basin, with areas of the Sydney Basin exhibiting north‐northeast, northeast, east‐west and bimodal σ_H orientations. Most new data indicate that the overburden stress (σ_V) is the minimum principal stress in both the Bowen and Sydney Basins. The Sydney Basin is relatively seismically active, whereas the Bowen Basin is relatively aseismic. Despite the fact that in situ stress measurements sample the stress field at shallower depth than the seismogenic zone, there is a correlation between the stress measurements and seismicity in the two areas. Mohr‐Coulomb analysis of the propensity for failure in the Sydney Basin suggests 41% of the new in situ stress data are indicative of failure, as opposed to 13% in the Bowen Basin. The multiple pre‐existing structural grains in the Sydney Basin further emphasise the difference between propensity for failure in the two areas. Previous modelling of intraplate stresses due to plate boundary forces has been less successful at predicting stress orientations in eastern than in western and central Australia. Nonetheless, stress orientation in the Bowen Basin is consistent with that predicted by modelling of stresses due to plate boundary forces. Variable stress orientations in the Sydney Basin suggest that more local sources of stress, such as those associated with the continental margin and with local structure, significantly influence stress orientation. The effect of local sources of stress may be relatively pronounced because stresses due to plate boundary forces result in low horizontal stress anisotropy in the Sydney Basin.  相似文献   

Modeling three‐dimensional hydraulic fracture propagation using virtual multidimensional internal bonds     

K. Huang  Z. Zhang  Ahmad Ghassemi 《国际地质力学数值与分析法杂志》2013,37(13):2021-2038

Propagation of fractures, especially those emanating from wellbores and closed natural fractures, often involves Mode I and Mode II, and at times Mode III, posing significant challenges to its numerical simulation. When an embedded inclined fracture is subjected to compression, the fracture edge is constrained by the surrounding materials so that its true propagation pattern cannot be simulated by 2D models. In this article, a virtual multidimensional internal bond (VMIB) model is presented to simulate three‐dimensional (3D) fracture propagation. The VMIB model bridges the processes of macro fracture and micro bond rupture. The macro 3D constitutive relation in VMIB is derived from the 1D bond in the micro scale and is implemented in a 3D finite element method. To represent the contact and friction between fracture surfaces, a 3D element partition method is employed. The model is applied to simulate fracture propagation and coalescence in typical laboratory experiments and is used to analyze the propagation of an embedded fracture. Simulation results for single and multiple fractures illustrate 3D features of the tensile and compressive fracture propagation, especially the propagation of a Mode III fracture. The results match well with the experimental observation, suggesting that the presented method can capture the main features of 3D fracture propagation and coalescence. Moreover, by developing an algorithm for applying pressure on the fracture surfaces, propagation of a natural fracture is also simulated. The result illustrates an interesting and important phenomenon of Mode III fracture propagation, namely the fracture front segmentation. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Influence of pore size and geometry on peat unsaturated hydraulic conductivity computed from 3D computed tomography image analysis     

F. Rezanezhad  W. L. Quinton  J. S. Price  T. R. Elliot  D. Elrick  K. R. Shook 《水文研究》2010,24(21):2983-2994

In organic soils, hydraulic conductivity is related to the degree of decomposition and soil compression, which reduce the effective pore diameter and consequently restrict water flow. This study investigates how the size distribution and geometry of air‐filled pores control the unsaturated hydraulic conductivity of peat soils using high‐resolution (45 µm) three‐dimensional (3D) X‐ray computed tomography (CT) and digital image processing of four peat sub‐samples from varying depths under a constant soil water pressure head. Pore structure and configuration in peat were found to be irregular, with volume and cross‐sectional area showing fractal behaviour that suggests pores having smaller values of the fractal dimension in deeper, more decomposed peat, have higher tortuosity and lower connectivity, which influences hydraulic conductivity. The image analysis showed that the large reduction of unsaturated hydraulic conductivity with depth is essentially controlled by air‐filled pore hydraulic radius, tortuosity, air‐filled pore density and the fractal dimension due to degree of decomposition and compression of the organic matter. The comparisons between unsaturated hydraulic conductivity computed from the air‐filled pore size and geometric distribution showed satisfactory agreement with direct measurements using the permeameter method. This understanding is important in characterizing peat properties and its heterogeneity for monitoring the progress of complex flow processes at the field scale in peatlands. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Evaluation of a probabilistic approach to simulation of alkalinity and electrical conductivity at a river bank filtration site     

A. K. Thakur  V. P. Singh  C. S. P. Ojha 《水文研究》2012,26(22):3362-3368

In river bank filtration, impurities present in the river water travel with the bank filtrate towards the pumping well. During this passage, certain types of impurities, such as turbidity, total coliform, and so forth, may get attenuated; however, it is interesting to note that some of the instant raw river water quality parameters, such as alkalinity and electrical conductivity, increase after the passage of water through the porous medium. This occurs because water, when passing through the soil pores, absorbs many of the solutes that cause an increase in alkalinity and electrical conductivity. Measurements at a river bank filtration site for a year showed that alkalinity of 116–32 mg l^?1 in river water increased to 222.4–159.9 mg l^?1 in the river bank filtered water. Likewise, the electrical conductivity increased from 280–131 μS cm^?1 to 462–409.6 μS cm^?1. This study uses a probabilistic approach for investigating the variation of alkalinity and electrical conductivity of source water that varies with the natural logarithm of the concentration of influent water. The probabilistic approach has the potential of being used in simulating the variation of alkalinity and electrical conductivity in river bank filtrate. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献