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煤田陷落柱特殊波对陷落柱解释的影响 总被引:1,自引:0,他引:1
对典型陷落柱建立圆锥状陷落柱数学模型,采用波动方程法对陷落柱模型进行地震射线追踪和波场模拟。模拟结果说明:由于陷落柱构造形态的特殊性,在陷落柱附近形成了正常煤层反射波、断陷点绕射波、延迟绕射波、延迟反射波及柱顶绕射波组成的纵波波场。在此基础上,模拟野外放炮,然后对生成的单炮记录进行常规处理,形成叠加、偏移剖面。通过对正演剖面和实际揭露资料分析,认为陷落柱特殊波的存在,是判别陷落柱构造的一个重要特征,但又造成了实际揭露陷落柱规模往往小于地震资料解释结果。将研究结果用于实际勘查,效果较好。 相似文献
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陷落柱是煤田勘探开发中常见的地质灾害体,陷落柱的精确探测一直是煤田安全生产研究的重点,单纯依靠常规纵波地震勘探技术难以满足现阶段煤田精细勘探的需求。多波地震勘探技术能够获得纵波和转换波地震资料,提供更丰富的波场信息,且转换波对于埋深较浅的小幅度构造有更高的分辨率,充分利用多分量地震资料可以有效的提高地震勘探的精度。本文将多波地震技术应用到煤层陷落柱研究中,利用数值方法对煤层陷落柱进行多波地震勘探模拟研究,采用弹性波有限差分方法对构建的陷落柱模型进行多分量正演模拟,然后分别对波场分离后的PP波和PS波地震数据进行叠前深度偏移成像测试。通过对两个小尺寸陷落柱模型进行多波地震数值试算表明,多波地震勘探技术是一种有效的煤层陷落柱探测方法,充分利用多波地震资料有利于查明煤层陷落柱构造,对陷落柱取得更好的勘探效果。 相似文献
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以山西潞安矿区地层为参照,建立圆锥状陷落柱模型,模型区域为[0,1000]×[0,600]。分别在模型(0,0)、(250,0)和(500,0)三点激发,101道接收,道距10m。采用高斯射线束法对陷落柱模型进行地震射线追踪,模拟结果表明陷落柱柱面产生的反射波只有小部分能为地表所接收,难以形成能量可观的连续的反射波。另外根据射线路径,提出了延迟反射波(包括“反射—透射波”和“透射—反射波”)的概念,认为延迟反射波是在地表一定范围内可以接收到的陷落柱的特征波,它对CMP道集、水平叠加及偏移处理均会造成影响,从而影响陷落柱的地震解释精度。延迟反射波很可能就是实际揭露陷落柱规模小于地震资料解释结果的原因之一。 相似文献
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三维地震在陷落柱探测中的应用 总被引:2,自引:1,他引:2
本文简述了陷落柱的地质特征和三维地震探测陷落柱的可行性,结合张双楼矿三维地震解释陷落柱实例,重点介绍了陷落柱的三维地震解释方法。可以看出:三维地震是探查煤矿隐伏陷落柱最为有效的技术手段。 相似文献
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陷落柱的地震识别技术及其应用 总被引:8,自引:0,他引:8
通过地震资料解释的研究与实践,对华北石炭二叠系中陷落柱的地震识别技术及其应用情况,进行了较系统的分析和总结。这对今后正确分辨和圈定陷落柱具有一定指导意义。地震剖面、水平时间切片和沿层振幅切片、相干体技术、波阻抗反演技术等,在对陷落柱的发育部位及其空间关系的解释方面,各有其独特效果。山西某矿陷落柱相当发育,利用陷落柱的综合地震识别技术进行解释,效果明显。 相似文献
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在煤层气勘探开发中,陷落柱是制约煤层气勘探成效的重要因素之一,因此,有效识别陷落柱对提高煤层气勘探成效具有重要意义。以往识别方法都是基于三维地震数据利用陷落柱这一构造引起的地震反射同相轴的非连续性进行识别,本次将陷落柱作为一种地质异常体,利用地震波形指示反演的方法对其进行识别预测。通过测井资料分析和地质建模正演,分析得出煤层中陷落柱发育位置地震波形的3种地球物理响应特征:纵波阻抗值高、地震波形变化和振幅减弱。从地震波形指示反演的基本原理入手,明确该反演方法能够利用陷落柱上述3个响应特征对其进行有效识别。以沁水盆地樊庄区块为例,用该方法对陷落柱识别进行试验,识别结果与钻井含气性及水文地质背景相吻合。结果表明波形指示反演法对陷落柱能够达到有效识别,该方法是识别陷落柱的一种有效手段。 相似文献
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《中国煤炭地质》2015,(9)
三维地震资料能够识别的陷落柱大小与三维地震横向分辨率密切相关,在三维数据体中,三维偏移剖面的最佳水平分辨率取决于反射界面的平均速度及零相位子波的中心频率。为验证三维地震资料分辨陷落柱最小直径的能力,设计了9个直径从30 m到100 m不等、影响深度不同的陷落柱模型,其波动方程正演结果表明:陷落柱直径大小、垮塌高度都对地震反射波产生影响,进而影响到地震解释陷落柱的精度;陷落柱的直径与垮塌高度越大,则其在地震剖面上的反映越明显,反之则不易识别。并通过煤矿采区三维地震勘探技术应用实例,展示了常规三维地震解释技术结合方差、曲率等多属性综合分析技术在识别煤层陷落柱的有效性。 相似文献
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Groundwater inrush from karst collapse column (KCC) is a serious water hazard in North China. The factors determining the hydraulic conductivity of KCC remain unclear. This study analyzes the hydraulic conductivity of two KCCs from the same coal mine region and one KCC from different strata and statistically compares lithology-related data for KCCs from 11 coal mines in North China. Finally, we calculated the probability of the hydraulic conductivity of KCC and compared these calculations with field data. The results indicate that the hydraulic conductivity of KCC is mostly affected by surrounding lithology formation and closely correlated with mudstone content. When the thickness ratio of mudstone in the surrounding strata is less than 0.5, the hydraulic conductivity of KCC is more likely to be permeable. This observation of the mudstone thickness ratio provided here can be used as a criterion to qualitatively assess the hydraulic conductivity of KCCs. 相似文献
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Mining-induced groundwater inrush could result in serious economic losses and casualties. This disaster usually depends on geological structure, such as the karst collapse column (KCC). It could reduce the aquifuge thickness, causing a great risk of water bursting. In order to assess the impact of mining on the KCC, we have developed a complete set of methods, including three-dimensional seismic exploration, connectivity experiment, water injection experiment in two sidewalls, numerical simulation based on Drucker–Prager (D–P) elastoplastic damage theory. This method is used to test the size, type and the damage thickness of the KCC named DX1 in Sima mine, and the results indicate that the type of DX1 is good cementation. In addition, under the influence of the shear stress at the coal wall and the unloading at the goaf, a significant compressive damage zone with a large damage thickness will form at the sidewall of the KCC. As the roof collapses, the backfill is compacted and the maximum damage thickness gradually moves to the other side of the KCC. Eventually, an asymmetric inverted saddle-shaped damage distribution is formed with a maximum compression damage depth of 32.5 m. The results provide a basis for preventing water inrush from KCC. 相似文献
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根据产出水的矿化度、离子类型和离子质量浓度化验结果,采用水化学、单因子方差分析等方法,研究了寺家庄井田陷落柱对煤层气井产出水地球化学特征的影响,对陷落柱地区煤层气的勘探开发具有参考价值。寺家庄井田煤层气井产出水的平均矿化度为1 484 mg/L,属微咸水,HCO3-Na型。2014年4月和8月采集的井田北部煤层产出水样平均矿化度较南部高,陷落柱在井田北部较发育,蒸发作用较强,可能是导致井田北部产出水矿化度略高的原因之一。产出水矿化度随煤层气井排采时间增加略有增高且水型没有改变,说明寺家庄井田煤层气井在排水降压过程中地下水未得到及时补给。不同构造背景下煤层产出水的Na+浓度无显著差异,井田北部陷落柱区样品282位于次级向斜轴部且临近陷落柱,其Na+质量浓度最大,平均值达462 mg/L,归因于水动力条件弱且较强的蒸发作用。 相似文献
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利用定位原理进行三维叠前正演,仅靠单程声波方程的延拓即可形成复杂地质条件下的正演记录,运算效率高无多次反射出现。但速度模型中对于过大或过小的速度常使波场在延拓时有频率和波数成分的损失,这种损失引起波场畸变并严重影响正演记录的质量。本文采用波场替换技术,在每次延拓时用零相位子波形成一个同时保留了原波场的动力学特征与空间位置信息的新波场,然后用新波场取代原畸变波场并参与正演记录合成。在频率域单程方程三维叠前正演中特别适合做波场替换,因为震源脉冲与接收响应(均可视为点脉冲)的延拓波场在形态上相似,而且在延拓波场中每道记录之振幅包络只有一个极值点。理论试算结果表明,采用波场替换技术后最终正演记录质量比替换前有了很大改善。 相似文献
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波浪力是作用在离岸建筑物上的主要荷载,准确预测作用在结构上的波浪力在实际工程设计中极其重要,它决定着该结构是否能够安全可靠地工作。目前的研究大多集中在单向波浪作用下结构物所受的波浪力,而真实的波浪是三维多向不规则波浪。基于物理模型实验,系统地研究了多向不规则波浪作用下大尺度墩柱所受波浪力的特性。结果表明波浪的方向分布对波浪荷载具有明显的影响,尤其是对横向力,在方向分布宽度较大时,作用在墩柱上的横向力可达此时作用在墩柱上正向力的40%,这在实际工程设计中不能忽略。 相似文献
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Zainul Faizien Haza Indra Sati Hamonangan Harahap Lema Mosissa Dakssa 《Natural Hazards》2013,68(2):587-611
Submarine slides are one of the most complex geotechnical problems causing serious damages to the seabed environment. Damages may lead to imminent destruction of offshore facilities such as platform and subsea pipeline. Mud sediment was the most susceptible of subsea material involved in the event. The completeness of field investigation is very limited; therefore, laboratory experiment is implemented in view of modeling the dynamics movement at the time of submarine slides occurs. The current experiment was conducted by generating the mudflow in water ambient over an inclined base to observe the flow-front structures of the mudflow. As facility to investigate the drag force exerted by mudflow, additional pipe model was positioned at certain flow distance. Mud models were prepared from mixtures of 10–35 % by weight of kaolin and water. Mudflow observations were limited to 3.5-m run-out distance with an exemption for 35 % KCC since this percentage stopped flow at 2.3-m flow distance. The role analysis of destructive flow was developed by the determination of drag force coefficient exerted by mudflow incorporating the Reynolds number. Velocity analysis indicates that all flows were defined as initial flow since they have only one phase of slumping phase. With respect to head-flow height and densimetric Froude number, the general form of velocity propagation formula provided the satisfactorily results in tracing mudflow velocity observation of laboratory experiment. Furthermore, the higher percentage of KCC exerted the higher drag force than the lower one. 相似文献
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单程波法地震波衰减特征数值模拟分析 总被引:2,自引:1,他引:1
在非均匀粘弹性介质中,地震波衰减研究能够有效揭示地层吸收特性对地震波的影响。这里从单程波方程出发,结合粘弹性介质中的复波数理论,考虑介质的横向变化,采用分步傅立叶波场延拓技术,推导出适用于横向变速介质的带Q地震记录计算公式,最后将此方法应用于四个不同含Q地层模型。试验表明:单程波法计算速度快,波场信息简单清晰,易于深入分析和反演算法的建立。并且,Q值对地震波波形、能量、频率等都产生了较为明显的影响,对实际资料能量补偿、地震资料分辨率的提高,以及利用衰减特征进行储层识别有一定指导价值。 相似文献
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This study addresses the impact of nonlinear wave evolution on the resulting wave force values on a vertical wall. To this end, the problem of interaction between non-breaking water waves and a vertical wall over constant depth is investigated. The investigation is performed using a two-dimensional wave flume model which is based on the high-order spectral method. Wave generation is simulated at the flume entrance by means of the additional potential concept. This model enables to preserve full dispersivity. Therefore, the model enables to examine the role of nonlinear evolution in the formation of extreme wave force values on a vertical wall for a wide range of water depths. The results for the force exerted on a vertical wall are presented for shallow and deep water conditions. In shallow water, extreme wave force values occur due to the formation of an undular bore. In deep water, extreme wave forces have been obtained as a result of disintegration process of incident wave groups into envelope solitons. Multiple maximum force values have been detected for each of the highest run-up peaks. This phenomenon has been introduced in shallow water conditions and is extended here for deep water conditions. 相似文献
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提出了一种提高单孔法剪切波速测量精度的新方法--能量变化率的自回归曲线法。首先把剪切波的时程曲线变换为能量变化率时程曲线;然后对能量变化率时程曲线进行长短平均处理,拾取各测点P波和S波的大致初至;最后提出采用一种二次方自回归模型对初至附近的能量变化率曲线进行二次方自回归处理,精确拾取出各测点P波和S波的精确到时。采用此方法、互相关函数法和人工拾取法对某场地的剪切波速进行了对比分析。分析结果表明:此方法相比互相关函数法,具有更好的噪声抑制能力,不仅能精确地自动拾取出各测点的S波的到时差,也能更准确地自动拾取出各测点的P波的到时差。以人工拾取结果为参考,此方法在实际测试中具有很高的准确率和稳定性。此方法丰富了场地剪切波速分析方法。基于此方法、互相关函数法和人工拾取法,设计了一套剪切波波速的测试系统,此系统能自动分析出各测点的剪切波速和形成完整的报告。 相似文献