粘弹性介质地震波传播特征及反射特征研究

理想弹性介质并不能解决许多复杂的实际问题。在实际介质中,地震波的传播过程存在吸收作用,使地震波能量发生了损耗、频带变窄、相位延迟、频率降低,尤其是高频部份。这种特性可以用传播矢量和衰减矢量来表示,衰减矢量越大,介质的吸收越强。这里通过引入广义平面波、纵横波品质因子以及衰减角,利用应力应变关系和连续性条件,推导了粘弹性介质精确的Zoeppritz方程,并通过求解精确的Zoeppritz方程,分析了粘弹性介质中传播矢量、衰减矢量、纵波反射系数、转换波反射系数与频率、衰减角、入射角、品质因子、速度等物理量之间的关系,详细地了解了粘弹性介质中地震波传播特征及反射特征,为粘弹性介质中储层预测问题的研究提供了理论基础。     

贵州平坝榜上煤矿矿山环境影响分区研究

为准确划定矿山环境影响范围,有效地开展矿山环境保护与综合治理,促进矿山可持续发展,本文在详细分析贵州平坝榜上煤矿矿山环境现状存在问题的基础上,运用采掘活动过程中的安全开采深度、移动角、边界角和地下水均衡原理等理论．系统地分析和计算了榜上煤矿矿山环境影响的几类不同范围：利用上山移动角确定地质灾害危险性大区,采用边界角确定井下开采影响范围,运用“大井法”圈出疏排水影响范围。依据矿山环境问题类型影响程度．相应地划分为严重区、较严重区和较轻区等3类,并给出具体量化指标。     

水平面代替水准面对两井贯通的影响

理论结合实际,用详实的数据说明了在两井贯通时,把水准面当作水平面处理的界限,避免了盲目应用而产生严重后果.     

离散元微观参数对砂土宏观参数的影响

采用离散元商业软件PFC2D对密砂和松砂试样共进行了66组双轴压缩试验,试验中改变颗粒接触刚度和粒间摩擦系数以探究离散元微观参数对试样宏观参数(弹性模量和内摩擦角)的影响,其中颗粒法向刚度变化范围为1.5×108～1.5×109N.m-1,粒间摩擦系数变化范围为0.1～0.7 N.m-1。结果表明:颗粒接触刚度对弹性模量有一定程度影响且对密样影响程度大于松样,而对内摩擦角基本无影响;粒间摩擦系数对试样弹性模量有明显影响且对松样的影响程度更大,对密样和松样的内摩擦角都有非常显著的影响。     

P-G交汇技术在SY地区中的应用

SY地区须家河组二段（下砂）储层类型复杂,各井中均见到砂层,但该砂层储集体有的为高孔隙而有的则致密,在区域平面上表现出分布不均匀的特点。对该段储层预测方法及种类也有较多,但常规叠后反演很难对其进行区分和识别。利用叠前AVO技术,建立储层段的AVO正演模型并采用相应的工作流程,然后利用P-G交汇法对砂岩储层进行解释,发现含气储层与非含气储层的P-G交汇特征不同,砂岩储层含气后则具有交汇趋势线角度增大及远离背境趋势线的特征;而砂岩非储层则相反;其次储层段的P-G交汇点所分布的象限也不相同。通过这些特征,对全区现有钻遇该储层段的钻井进行预测,预测结果和钻井气测情况相吻合,取得了如期效果。     

Contact angles in CO2-water-coal systems at elevated pressures

Injection of carbon dioxide into coal seams is considered to be a potential method for its sequestration away from the atmosphere. However, water present in coals may retard injection: especially if carbon dioxide does not wet the coal as well as water. Thus contact angles in the coal-water-CO₂ system were measured using CO₂ bubbles in water/coal systems at 40 °C and pressures up to 15 MPa using five bituminous coals. At low pressures, in this CO₂/water/coal system, receding contact angles for the coals ranged between 80° to 100°; except for one coal that had both high ash yield and low rank, with a contact angle of 115°, indicating that it was hydrophilic. With increasing pressure, the receding contact angles for the different coals decreased, indicating that they became more CO₂-wetting. The relationship between contact angle and pressure was approximately linear. For low ash or high rank coals, at high pressure the contact angle was reduced to 30-50°, indicating the coals became strongly CO₂-wetting; that is CO₂ fluids will spontaneously penetrate these wet coals. In the case of the coal that was both high ash and hydrophilic, the contact angle did not drop to 90° even at the highest pressures used. These results suggest that CO₂ will not be efficiently adsorbed by all wet coals equally well, even at high pressure. It was found that at high pressures (> 2 MPa) the rate of penetration of carbon dioxide into the coals increased rapidly with decreasing contact angle, independently of pressure. Injecting CO₂ into wet coals that have both low rank and high ash will not trap CO₂ as well as injecting it into high rank or low ash coals.     

Influence of Uneven Trace Spacing on Rayleigh Wave Dispersion

Rayleigh wave dispersion signals are significant to underground investigation.Tradition-ally,uniformed trace spacing is employed in surface wave surveys.In some cases,however,uneven trace spacing is often encountered because of the limitations of the site condition.In order to study the influence of uneven trace spacing on the dispersion data construction of Rayleigh waves,data acquisi-tion is performed based on a 2.5D field layout with a linear array of geophones fixed and a mobile source.The observation d...     

Effects of backfill on seismic behavior of rectangular tanks

The reliability and/or stability of the lifeline structures against failure under seismic loads are of critical concern, and must be studied carefully. Therefore, the main objective of this paper is to demonstrate the commonly encountered backfill effects on the dynamic response of rectangular tanks. However, only the exterior wall of the tank which interacts with both the backfill and fluid is tackled, as each part of the structure shows considerable differences in terms of both the load bearing mechanisms and the geometrical and positional differences. Finite element analyses are employed, taking into consideration the fluid-wall-backfill interaction. The analyses are conducted to observe whether or not both backfill and wall behavior can be affected by variation of the internal friction angle. For that purpose, some comparisons are made on vertical displacements of the backfill, roof displacements, stress responses, etc., by means of internal friction angle variations of the backfill from 25° to 40°. Consequently, it is observed that the variations on maximum vertical displacements are affected considerably. In contrast, the maximum stress responses are affected partially. However, the inertial effects of the backfill show that pseudo-static approximations may be insufficient to understand the dynamic behavior of the backfill-wall-fluid system.     

Otway Continental Margin Transect: Crustal architecture from wide‐angle seismic profiling across Australia's southern margin

The Otway Basin in southeastern Australia formed on a triangular‐shaped area of extended continental lithosphere during two extensional episodes in Cretaceous to Miocene times. The extent of the offshore continental margin is highlighted by Seasat/Geosat satellite altimeter data. The crustal architecture and structural features across this southeast Australian margin have been interpreted from offshore‐onshore wide‐angle seismic profiling data along the Otway Continental Margin Transect extending from the onshore Lake Condah High, through the town of Portland, to the deep Southern Ocean. Along the Otway Continental Margin Transect, the onshore half‐graben geometry of Early Cretaceous deposition gives way offshore to a 5 km‐thick slope basin (P‐wave velocity 2.2–4.6 km/s) to at least 60 km from the shoreline. At 120 km from the nearest shore in a water depth of 4220 m, sonobuoy data indicate a 4–5 km sedimentary sequence overlying a 7 km thick basement above the Moho at 15 km depth. Major fault zones affect the thickness of basin sequences in the onshore area (Tartwaup Fault Zone and its southeast continuation) and at the seaward edge of the Mussel Platform (Mussel Fault). Upper crustal basement is interpreted to be attenuated and thinned Palaeozoic rocks of the Delamerian and Lachlan Orogens (intruded with Jurassic volcanics) that thin from 16 km onshore to about 3.5 km at 120 km from the nearest shore. Basement rocks comprise a 3 km section with velocity 5.5–5.7 km/s overlying a deeper basement unit with velocity 6.15–6.35 km/s. The Moho shallows from a depth of 30 km onshore to 15 km depth at 120 km from the nearest shore, and then to about 12 km in the deep ocean at the limits of the transect (water depth 5200 m). The continent‐ocean boundary is interpreted to be at a prominent topographic inflection point 170 km from shore at the bottom of the continental slope in 4800 m of water. P‐wave velocities in the lower crust are 6.4–6.8 km/s, overlying a thin transition zone to an upper mantle velocity of 8.05 km/s beneath the Moho. Outstandingly clear Moho reflections seen in deep‐marine profiling data at about 10.3 s two‐way time under the slope basin and continent‐ocean boundary place further strong controls on crustal thickness. There is no evidence of massive high velocity (>7 km/s) intrusives/underplate material in the lower crust nor any synrift or early post‐rift subaerial volcanics, indicating that the Otway continental margin can be considered a non‐volcanic margin, similar in many respects to some parts of the Atlantic Ocean margins e.g. the Nova Scotia ‐ Newfoundland margin off Canada and the Galicia Bank off the Iberian Peninsula. Using this analogue, the prominent gravity feature trending northwest‐southeast at the continent‐ocean boundary may indicate the presence of highly serpentinised mantle material beneath a thin crust, but this has yet to be tested by detailed work.