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991.
Samples were continuously collected from aerosol, fresh snow, and snow pits on Glacier No. 1 at Urumqi River source in eastern Tianshan (天山) Mountains. The deposition processes and the characteristics of mineral dust microparticles from aerosol to fresh snow, and then evolution to the snow pit were determined. Total dust microparticle concentration in the surface snow and aerosol showed a similar temporal variation trend, which was strongly associated with regional and local at-mospheric circulation in the ... 相似文献
992.
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994.
The source material, precursor and formation processes of chlorite rims, and impact of pore-lining chlorite on reservoir quality of the Shiqianfeng sandstones, Dongpu Depression, Bohai Bay Basin, China, are studied using an integrated approach, including core observation, point-count analysis of thin-sections, scanning electron microscopy, electron microprobe analysis and cathode luminescence. The petrographic analysis shows that chlorite rims consist of grain-coating chlorite, poorly crystalline pore-lining chlorite and euhedral-crystallised pore-lining chlorite. The chemical composition shows that pore-lining chlorite is mainly Fe-rich with an average of 0.785 for Fe/(Fe+Mg) ratio. Petrographic analysis shows a large amount of volcanic dust (3.0~16.0 vol%, average of 7.93 vol%) in Shiqianfeng sandstones, which determines the formation of poorly crystalline pore-lining chlorite. Transformation of volcanic dust to smectite rims started with shallow burial depth at an early diagenetic stage, followed by in situ alteration of the smectite rims to poorly crystalline chlorite rims. Euhedral-crystallised chlorite mainly develops in sandstones with high porosity, high permeability and open flow systems. Pore-lining chlorite can inhibit quartz overgrowth but cannot effectively prevent pore-filling of authigenic quartz, carbonate and kaolinite cements, and therefore cannot prevent porosity destruction. However, the occurrence of pore-lining chlorite is a barometer of good reservoir quality and intense hydrodynamic conditions. 相似文献
995.
东秦岭松树沟高压变质基性岩石及其退变质作用的PTt演化轨迹 总被引:10,自引:2,他引:10
在北秦岭商南松树沟出露的高压变质基性岩石,包括高压基性麻粒岩和石榴单斜辉石岩,遭受了从中压麻粒岩相、高角闪岩相到绿帘角闪岩相的连续的退变质作用的改造。这些岩石形成的温度为826℃~887℃,压力约为1.40~1.58GPa,其不同退变质阶段的温压条件依次分别是765℃~825℃和约1.03~1.14GPa、650℃~750℃和约0.9GPa以及400℃~500℃和约0.5~0.6GPa。它们共同构成一个早期近等温降压(ITD)和晚期降温降压的顺时针PTt演化轨迹。结合高压岩石983±140Ma的退变质年龄和松树沟残存的蛇绿岩片考虑,这些高压岩石的形成和抬升与秦岭造山带中、晚元古宙时期洋壳的俯冲、消减和陆块碰撞伴随的快速构造上升作用有关。 相似文献
996.
以河流理想均衡剖面线为研究对象,深入探讨了地表水流对河床的塑造作用规律和河流均衡剖面线的形成机理,推导出均衡剖面线理论计算公式,并以黄河为例,结合我国自西向东三级地形结构,计算了三条均衡剖面线,L1为黄河全长均衡剖面线,L2和L3分别以托克托和松多为局部基准面计算的局部均衡剖面线,为黄河河床的演变规律研究和演化过程的计算机模拟提供了数学依据,同时对河流发育研究及侵蚀、搬运能力的探讨均有一定的理论意义。 相似文献
997.
Dong Ruishu Xiang Hongfa Guo Shunmin Ran Hongliu and Fu ChanghongInstitute of Geology SSB Beijing China Institute of Geophysics SSB Beijing China 《中国地震研究》1997,(4)
There have been 12 possible locations of the earthquakes occurring in the South Yellow Sea since 1505.In this paper,the location of the earthquake that occurred in 1505 has been determined by the collection of more historical data of the influenced field,referring the isoseismal data of earthquakes with the epicentral intensityⅨ and combining geophysical field data with tectonic condition,due to its great influence on seismic safety assessment of some significant engineering. 相似文献
998.
AbstractHeadcut erosion has been recognized as one of the main processes involved in gully development in the dry-hot valley region of southwest China. To examine the effect of initial step height on headcut erosion processes, three headcuts were constructed ranging in height from 0.75 to 1.25 m on an active bank gully head, and a series of scouring experiments were conducted under a flow discharge of 120 L min?1. The morphological evolutions of the plunge pools and soil loss volume were estimated by three-dimensional photo-reconstruction methods (3D-PR). As the step height increased, the experimental results showed that: (1) the transformed potential energy and shear stress would increase by approximately 4.89 J s?1 and 26.4 Pa on average when the step height increased 0.25 m; (2) the mean depth and width of the plunge pool exhibited obvious growth, and the morphology of the cross-section developed from approximately V-shaped to U-shaped; and (3) soil loss volume increased logarithmically, with total soil loss volumes of 0.076, 0.105 and 0.116 m3, respectively. Although the significant effects of the initial step height on headcut erosion were verified, further quantitative studies are required to quantify the mechanism of headcut erosion, especially for plunge pool erosion. 相似文献
999.
1000.