变径稳定器在鄂北水平井钻井应用研究

鄂北大牛地、东胜气田施工水平井水平段长在1000~2000 m之间,以稳斜钻进为主,为保证稳斜效果,降低轨迹调整频次,减少滑动钻进进尺,主要采用双扶稳斜钻具组合,起到了较好的稳斜效果。但鄂北致密砂岩储层的非均质性强,水平段经常钻遇泥岩夹层而调整轨迹,造成双扶稳斜钻具组合在轨迹调整中存在造斜率低、无法快速调整达到地质目的的问题。通过分析不同钻具组合作用效果,配套应用变径稳定器,控制其井下工作状态,改变外径尺寸,使钻具组合、结构和作用效果发生变化,满足轨迹控制需求,实现整体水平段稳斜钻进,并兼顾轨迹调整快速灵活的目的。在鄂北大牛地和东胜气田水平井水平段应用变径稳定器10余口井,平均机械钻速10.18 m/h,水平段提速24.6%,应用效果良好,实现了提高水平段钻井施工效率的目的,为鄂尔多斯盆地长水平段提速提效提供了有利借鉴。     

黑洞大型古地下洞室群工程地质条件及岩体稳定性分析

位于浙江天台县蟹山山体内的黑洞洞室群, 以其优越的工程地质条件和完整的岩体结构, 自隋朝以来成为大型古地下采石场。洞室群包括总面积达24 000 m²的21个洞室, 其长轴方向基本沿两组主要地质结构面走向展布。研究显示:总体采石层系上白垩统塘上组(K₂t)第6层灰白色含玻屑熔结凝灰岩;岩体质量指标Q值计算结果为53(I级)。按现代地下洞室设计理念, 其长期稳定最大跨度应不大于50 m, 但实际上5号洞最大跨度达81 m, 可望成为地下人工岩石单洞跨度之最。现场调查发现, 古人在蟹山山脚残留多处地质探洞。古代工匠在洞室开挖过程中遇到断层破碎带时, 采用了近垂直、小断面、高台阶穿越技术方法, 有效保证了不良地质体中无支护开采的安全性和长期稳定性, 这对现代地下工程具有借鉴和工程类比意义。     

大比例尺三维矿产预测

将三维可视化技术应用于大比例尺矿产资源评价是地学领域一项热点研究课题.通过建立各种模型,使地质工作者能够全视角地认知工作区的地形、地层、构造和岩体等地质体间相互关系,能够将各种地质体、地球化学异常、地球物理异常、蚀变带、反演出的地质体以及它们之间的相互关系形象直观地反映出来.通过对空间体单元进行赋值,利用地质统计技术对这些空间数据进行计算,可以较科学地实现定位预测及定量预测的目的.该三维预测方法的应用,为大比例尺矿产预测,尤其是矿区深部及外围预测,提供了一种新的工作思路和手段,具有较高的推广与应用价值.     

Scales and causes of heterogeneity in bars in a large multi‐channel river: Río Paraná, Argentina

To date, published studies of alluvial bar architecture in large rivers have been restricted mostly to case studies of individual bars and single locations. Relatively little is known about how the depositional processes and sedimentary architecture of kilometre‐scale bars vary within a multi‐kilometre reach or over several hundreds of kilometres downstream. This study presents Ground Penetrating Radar and core data from 11, kilometre‐scale bars from the Río Paraná, Argentina. The investigated bars are located between 30 km upstream and 540 km downstream of the Río Paraná – Río Paraguay confluence, where a significant volume of fine‐grained suspended sediment is introduced into the network. Bar‐scale cross‐stratified sets, with lengths and widths up to 600 m and thicknesses up to 12 m, enable the distinction of large river deposits from stacked deposits of smaller rivers, but are only present in half the surface area of the bars. Up to 90% of bar‐scale sets are found on top of finer‐grained ripple‐laminated bar‐trough deposits. Bar‐scale sets make up as much as 58% of the volume of the deposits in small, incipient mid‐channel bars, but this proportion decreases significantly with increasing age and size of the bars. Contrary to what might be expected, a significant proportion of the sedimentary structures found in the Río Paraná is similar in scale to those found in much smaller rivers. In other words, large river deposits are not always characterized by big structures that allow a simple interpretation of river scale. However, the large scale of the depositional units in big rivers causes small‐scale structures, such as ripple sets, to be grouped into thicker cosets, which indicate river scale even when no obvious large‐scale sets are present. The results also show that the composition of bars differs between the studied reaches upstream and downstream of the confluence with the Río Paraguay. Relative to other controls on downstream fining, the tributary input of fine‐grained suspended material from the Río Paraguay causes a marked change in the composition of the bar deposits. Compared to the upstream reaches, the sedimentary architecture of the downstream reaches in the top ca 5 m of mid‐channel bars shows: (i) an increase in the abundance and thickness (up to metre‐scale) of laterally extensive (hundreds of metres) fine‐grained layers; (ii) an increase in the percentage of deposits comprised of ripple sets (to >40% in the upper bar deposits); and (iii) an increase in bar‐trough deposits and a corresponding decrease in bar‐scale cross‐strata (<10%). The thalweg deposits of the Río Paraná are composed of dune sets, even directly downstream from the Río Paraguay where the upper channel deposits are dominantly fine‐grained. Thus, the change in sedimentary facies due to a tributary point‐source of fine‐grained sediment is primarily expressed in the composition of the upper bar deposits.     

大裂隙堵漏剂在神农架矿区复杂地层钻进中的试验应用

通过大裂隙堵漏剂在神农架矿区复杂地层钻进的试验应用,论述了该堵漏剂堵漏性能参数及堵漏机理,总结了用该堵漏剂堵漏的操作方法;简述了野外施工试验的应用过程及应用效果。     

MS-215型大直径绳索取心器及其在煤层气井中的应用

根据煤层气井快速、安全的取心要求,结合现场条件,研制了MS-215大直径绳索取心器。文中介绍了取心器的设计思路、结构特点及现场应用效果。结果表明,该取心器设计合理,机构动作可靠,岩煤心直径大、采取率高、提出速度快,尤其适合煤层气井煤心的采取。     

桩基动力检测技术的现状及存在的问题

文章通过对桩基动力检测方法应用现状的简要回顾，分析了桩基高应变和低应变动测的特点和局限性。在此基础上，提出了在桩基检测和测试结果分析中注意的问题。     

新驿煤矿下组煤矿井涌水量预测研究

在系统收集水文地质资料的基础上,运用"大井法"和水文地质比拟法对开采16煤的涌水量进行了预测,利用突水系数法,对八采区16煤底板奥灰突水危险性进行了评价,得出了突水系数分区图。经综合分析对比,采用大井法的预测结果:即开采16煤正常涌水量为482m3/h,最大涌水量为540m3/h;奥灰突水量初期为1 083～10 640m3/h,一般为660～4470m3/h;如对奥灰采取疏排降压方案,疏降排水量预计为770m3/h。此结果可作为矿井回采阶段防治水设计的参考。     

吸水剖面综合解释方法及应用

吉林油田同位素吸水剖面测井采用~(113)In同位素追踪技术,根据同位素追踪过程解释基本可以判断配水层段吸水情况。但是在注水井存在沾污、大孔道以及串槽等影响时,吸水面积确定比较困难。在同位素测井中增加井温、流量参数,通过多参数综合解释,不仅可以对沾污影响进行合理校正,确定准确的小层吸水量,而且能够正确判断各级封隔器、配水器的工作情况,在地层存在大孔道的情况下,确定地层的吸水面积。吸水剖面综合解释方法在吉林油田已普遍应用,见到明显的效果。     

斜坡地基上高填方路堤极限承载力研究

结合山区高速公路建设的实践,采用大型室内模型试验,找出了荷载作用下斜坡地基上高填方路堤滑动破坏面出现的位置及形态,并确定了其极限承载力的大小。在通用条分法的理论基础上运用Visual Basic编程语言编制了斜坡地基上填方路堤极限承载力计算程序,并应用于该试验模型的计算分析,计算与试验结果的对比分析表明,利用极限平衡通用条分法不仅简单可行,且具有较高的计算精度。