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首页> 外文期刊>Pure and Applied Geophysics >Microseismic Monitoring of a Controlled Collapse in Field II at Ocnele Mari, Romania
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Microseismic Monitoring of a Controlled Collapse in Field II at Ocnele Mari, Romania

机译:罗马尼亚Ocnele Mari油田II塌陷的微震监测

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Several decades of faulty exploitation of salt through solution mining led to the creation of an underground cavern containing several million cubic meters of brine. To eliminate the huge hazard near a densely inhabited area, a technical solution was implemented to resolve this instability concern through the controlled collapse of the roof while pumping the brine out and filling the cavern with sterile. To supervise this, an area of over 1 km2 was monitored with a staggered array of 36 one-component, 15 Hz geophones installed in 12 boreholes about 160–360 m deep. A total of 2,392 seismic events with M w −2.6 to 0.2 occurred from July 2005 to March 2006, located within an average accuracy of 18 m. The b-value of the frequency-magnitude distribution exhibited a time variation from 0.5 to 1 and from there to 1.5, suggesting that the collapse initiated as a linear fracture pattern, followed by shear planar fragmentations and finally a 3-D failure process. The brunching ratio of seismicity is indicative of a super-critical process, except for a short period in mid-February when temporary stability existed. Event relocation through the use of a collapsing technique outlines that major clusters of seismicity were associated with the main cavern collapse, whereas smaller clusters were generated by the fracturing of smaller size nearby caverns. It is shown that one-component recordings allow for stable and reliable point source event mechanism solutions through automatic moment tensor inversion using time domain estimates of low frequency amplitudes with first polarities attached. Detailed analysis of failure mechanism components uses 912 solutions with conditional number CN 0.5. The largest pure shear (DC) components characterize the events surrounding the cavern ceiling, which exhibit normal and strike-slip failures. The majority of mechanism solutions include up to 30% explosional failure components, which correspond to roof caving under gravitational collapsing. The largest vertical deformation rate relates closely to the cavern roof and floor, as well as the rest of the salt formation, whereas the horizontal deformation rate is most prominent in areas of detected collapses.
机译:数十年来通过溶液开采对盐进行的错误开采导致了地下溶洞的产生,该溶洞包含数百万立方米的盐水。为了消除人口稠密地区附近的巨大危险,已实施了一项技术解决方案,通过控制屋顶的倒塌,同时将盐水抽出并用无菌填充洞来解决这种不稳定问题。为了对此进行监督,用交错排列的36个单分量,15 Hz地震检波器阵列监视了面积超过1 km 2 的情况,该检波器安装在深度约160-360 m的12个钻孔中。从2005年7月至2006年3月,总共发生了2 392次M w -2.6为0.2的地震事件,平均准确度为18 m。频率幅度分布的b值显示出从0.5到1,从那里到1.5的时间变化,这表明坍塌开始时是线性断裂模式,随后是剪切平面破碎,最后是3-D破坏过程。地震活动的早午餐率表明是超临界过程,除了2月中旬存在临时稳定性的短时期外。通过使用塌陷技术进行的事件重定位表明,地震活动的主要簇与主要的洞穴崩塌有关,而较小的簇是由较小的附近洞穴的破裂产生的。结果表明,单分量记录通过使用带有第一极性的低频幅度的时域估计,通过自动力矩张量反演,实现了稳定可靠的点源事件机制解决方案。对故障机制组件的详细分析使用条件编号为CN 0.5的912个解决方案。最大的纯剪切(DC)分量表征了洞穴顶棚周围的事件,这些事件表现出正常的和走滑破坏。大多数机构解决方案包括高达30%的爆炸破坏分量,这对应于重力塌陷下的顶板崩落。最大的垂直变形率与洞穴的顶部和底部以及盐层的其余部分密切相关,而水平变形率在检测到的塌陷区域最为突出。

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