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51.
济阳坳陷孤南洼陷低熟油成藏特征 总被引:8,自引:0,他引:8
孤南洼陷具有丰富的低熟油资源,低熟油中的生物标志物以高伽玛蜡烷含量,植烷优势,低成熟度为特征。下第三系沙一段是低熟油的源岩,其岩性为富含藻类有机质的油页岩,油泥岩,低熟油在平面上环生烃洼陷分布,剖面上层位集中在沙二-沙一段,断层控制了低熟油的运移距离和聚集层位,低熟油的成藏模式有3种,即自源侧向运移聚集成藏,自源断层垂向运聚成茂混合运取成藏模式。孤南洼陷低熟油盆地内部以侧向运移,侧向充注入岩性-断块圈闭为主,形成单源油藏。在断藏带原油是以垂向运移及垂向充注断块圈闭为主,形成混源油藏。 相似文献
52.
The response of low‐ductility reinforced concrete (RC) frames, designed typically for a non‐seismic region, subjected to two frequencies of base excitations is studied. Five half‐scaled, two‐bay, two‐storey, RC frames, each approximately 5 m wide by 3.3 m high, were subjected to both horizontal and/or vertical base excitations with a frequency of 40 Hz as well as a lower frequency of about 4 Hz (close to the fundamental frequency) using a shake table. The imposed acceleration amplitude ranged from 0.2 to 1.2g. The test results showed that the response characteristics of the structures differed under high‐ and low‐frequency excitations. The frames were able to sustain high‐frequency excitations without damage but were inadequate for low‐frequency excitations, even though the frames exhibited some ductility. Linear‐elastic time‐history analysis can predict reasonably well the structural response under high‐frequency excitations. As the frames were not designed for seismic loads, the reinforcement detailing may not have been adequate, based on the crack pattern observed. The effect of vertical excitation can cause significant additional forces in the columns and moment reversals in the beams. The ‘strong‐column, weak‐beam’ approach for lateral load RC frame design is supported by experimental observations. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
53.
该钻头用于坚硬地层取心。河南油田以往常用园柱聚晶、三角聚晶钻头以及烧结孕镶金刚石钻头,取心效率低、钻速慢、成本高。近两年采用低温电镀孕镶金刚石钻头取心后,平均单筒进尺由原来的4.20m/筒提高到7.62m/筒,平均取心机械钻速由原来的0.21m/h提高到的0.84m/h。该钻头生产工艺完全改变原来高温(1000℃以上)烧结为低温(室温)电镀工艺,极大地避免了金刚石热损伤,采用高强度大颗粒的金刚石,提高了取心机械钻速。 相似文献
54.
吉林集安铅锌矿地球化学与分散元素 总被引:2,自引:0,他引:2
吉林集安铅锌矿床是我国最早报导的少数几个典型低温铅锌矿床之一。矿化具有多期次特点 ,富矿体都是多期次矿化叠加的产物。根据矿化先后和矿物生成顺序将矿化分为五个阶段 :①石英 黄铁矿矿化阶段 ;②重晶石 闪锌矿矿化阶段 ;③石英 方铅矿矿化阶段 ;④石英 黄铁矿矿化阶段 ;⑤碳酸盐 氧化矿物矿化阶段。用均一法和爆裂法测得石英、重晶石、闪锌矿包裹体成矿温度变化在 1 1 0℃~ 1 97℃之间。矿床中除含铅锌矿外 ,还有微量的Pt和Pd,并普遍含分散元素Cd、Ga、Tl、In、Se、Ge、Te,其中以Cd含量最高 ,闪锌矿中Cd含量最高可达 71 5 5× 1 0 6。分散元素主要呈类质同象形式赋存在各种矿物之中 ,未发现独立矿物。通过矿床地质和硫铅同位素研究表明该铅锌矿床属低温沉积 改造型层控矿床。 相似文献
55.
56.
A new method for upscaling fine scale permeability fields to general quadrilateral-shaped coarse cells is presented. The procedure, referred to as the conforming scale up method, applies a triangle-based finite element technique, capable of accurately resolving both the coarse cell geometry and the subgrid heterogeneity, to the solution of the local fine scale problem. An appropriate averaging of this solution provides the equivalent permeability tensor for the coarse scale quadrilateral cell. The general level of accuracy of the technique is demonstrated through application to a number of flow problems. The real strength of the conforming scale up method is demonstrated when the method is applied in conjunction with a flow-based gridding technique. In this case, the approach is shown to provide results that are significantly more accurate than those obtained using standard techniques. 相似文献
57.
电磁波CT技术在探测堤坝工程中的应用 总被引:4,自引:0,他引:4
应用电磁波CT探测技术对流溪何竹料段大堤和丰顺县虎局水库大坝渗水通道进行了探测研究,由于电磁波的吸收系数和地层结构有密切关系,因此,电磁波CT是通过能量的变化观测反演吸收系数的分布,进而推测地下构造的分布,利用电磁波的吸收系数为层析物理量,在钻孔中进行透射观测,以优于0.5m的分辨率清楚地揭示了测区内渗水层位的分布情况。 相似文献
58.
薄钢板剪力墙抗震性能试验研究 总被引:15,自引:6,他引:15
通过4个薄钢板剪力墙和1个钢筋混凝土框架的试验,研究了薄钢板剪力墙在低周往复荷载作用下的刚度、承载力、延性和耗能性能。试验表明,利用薄钢板剪力墙在低周往复荷载作用下的刚度、承载力、延性和耗能性能。试验表明,利用薄钢板剪力墙作为抗侧力构件是可行的。在钢筋混凝土框架中设置薄钢板可有效地增加刚度,承载力和耗能性能。 相似文献
59.
Xiaorong Luo 《Earth and Planetary Science Letters》2002,201(2):431-446
Natural hydrofracturing caused by overpressure plays an important role in geopressure evolution and hydrocarbon migration in petroliferous basins. Its mechanism is quite well understood in the case of artificial hydraulic fracturing triggered by high-pressure fluid injection in a well. This is not so for natural hydraulic fracturing which is assumed to initiate as micro-cracks with large influence on the permeability of the medium. The mechanism of natural hydraulic cracking, triggered by increasing pore pressure during geological periods, is studied using a fracturing model coupled to the physical processes occurring during basin evolution. In this model, the hydraulic cracking threshold is assumed to lie between the classical failure limit and the beginning of dilatancy. Fluid pressure evolution is calculated iteratively in order to allow dynamic adjustment of permeability so that the fracturing limit is always preserved. The increase of permeability is interpreted on the basis of equivalent fractures. It is found that fracturing is very efficient to keep a stress level at the rock’s hydraulic cracking limit: a fracture permeability one order of magnitude larger than the intrinsic permeability of the rock would be enough. Observations reported from actual basins and model results strongly suggest that natural hydraulic cracking occurs continuously to keep the pressure at the fracturing limit under relaxed stress conditions. 相似文献
60.