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21.
季节冻土区黑土耕层土壤冻融过程及水分变化   总被引:6,自引:2,他引:4  
利用黑龙江省水利科学研究院水利试验研究中心综合实验观测场2011年11月-2012年4月整个冻结融化期的实测野外黑土耕层土壤温度和水分数据, 对中-深季节冻土区黑土耕层土壤冻融过程中冻结和融化特征分阴、阳坡进行了分析, 研究了冻融过程中不同深度土壤水分的变化情况, 并探讨了降水对不同深度耕层土壤含水量变化的影响. 结果表明:黑土耕层土壤冻结融化过程分为5个阶段, 历时164 d, 约5.5个月. 阶段I, 秋末冬初黑土耕层土壤开始步入冻结期; 阶段II, 黑土耕层土壤整日处于冻结状态, 阴坡比同样深度的阳坡土壤温度低; 阶段III为黑土耕层土壤稳定冻结期; 阶段IV, 黑土耕层土壤步入昼融夜冻的日循环交替状态, 冻融循环的土层逐渐向深部发展, 阳坡比阴坡融化得更深、更早, 阴坡比阳坡经历冻融循环次数更多; 阶段V为稳定融化期, 在融化过程不存在冻融交替的现象, 直到整个冻层内的土壤全部消融. 各深度位置阴坡土壤温度的最高值出现时间比阳坡晚约0.5 h. 经过整个冻结融化期后, 阴、阳坡各层土壤含水量均大于冻结前, 阴坡土壤含水量比阳坡整体偏低. 在整个冻结融化期, 阳坡地下1 cm、5 cm、10 cm 及15 cm处含水量最大值出现在地下5 cm; 阴坡的含水量整体趋于平稳且在融化期受降水影响明显.  相似文献   
22.
Supplies of conventional natural gas and oil are declining fast worldwide, and therefore new, unconventional forms of energy resources are needed to meet the ever-increasing demand. Amongst the many different unconventional natural resources are gas hydrates, a solid, ice-like crystalline compound of methane and water formed under specific low temperature and high pressure conditions. Gas hydrates are believed to exist in large quantities worldwide in oceanic regions of continental margins, as well as associated with permafrost regions in the Arctic. Some studies to estimate the global abundance of gas hydrate suggest that the total volume of natural gas locked up in form of gas hydrates may exceed all known conventional natural gas reserves, although large uncertainties exist in these assessments. Gas hydrates have been intensively studied in the last two decades also due to connections between climate forcing (natural and/or anthropogenic) and the potential large volumes of methane trapped in gas hydrate accumulations. The presence of gas hydrate within unconsolidated sediments of the upper few hundred meters below seafloor may also pose a geo-hazard to conventional oil and gas production. Additionally, climate variability and associated changes in pressure-temperature regimes and thus shifts in the gas hydrate stability zone may cause the occurrence of submarine slope failures.Several large-scale national gas hydrate programs exist especially in countries such as Japan, Korea, Taiwan, China, India, and New Zealand, where large demands of energy cannot be met by domestic supplies from natural resources. The past five years have seen several dedicated deep drilling expeditions and other scientific studies conducted throughout Asia and Oceania to understand gas hydrates off India, China, and Korea. This thematic set of publications is dedicated to summarize the most recent findings and results of geo-scientific studies of gas hydrates in the marginal seas and continental margin of the Asia, and Oceania region.  相似文献   
23.
During the China’s first gas hydrate drilling expedition -1 (GMGS-1), gas hydrate was discovered in layers ranging from 10 to 25 m above the base of gas hydrate stability zone in the Shenhu area, South China Sea. Water chemistry, electrical resistivity logs, and acoustic impedance were used to estimate gas hydrate saturations. Gas hydrate saturations estimated from the chloride concentrations range from 0 to 43% of the pore space. The higher gas hydrate saturations were present in the depth from 152 to 177 m at site SH7 and from 190 to 225 m at site SH2, respectively. Gas hydrate saturations estimated from the resistivity using Archie equation have similar trends to those from chloride concentrations. To examine the variability of gas hydrate saturations away from the wells, acoustic impedances calculated from the 3 D seismic data using constrained sparse inversion method were used. Well logs acquired at site SH7 were incorporated into the inversion by establishing a relation between the water-filled porosity, calculated using gas hydrate saturations estimated from the resistivity logs, and the acoustic impedance, calculated from density and velocity logs. Gas hydrate saturations estimated from acoustic impedance of seismic data are ∼10-23% of the pore space and are comparable to those estimated from the well logs. The uncertainties in estimated gas hydrate saturations from seismic acoustic impedances were mainly from uncertainties associated with inverted acoustic impedance, the empirical relation between the water-filled porosities and acoustic impedances, and assumed background resistivity.  相似文献   
24.
We document upper slope sedimentary process and strata on the passive margin of the north-western South China Sea (SCS) using multibeam bathymetry and high-resolution seismic data. The upper slope can be divided into two segments based on geomorphology, strata, and sediment supply. (1) The east segment is characterised by deep incised canyons and gullies, and slope failure. Submarine canyons with both U- and V-shaped morphology (13–28 km long × 2–4 km wide) are oriented NNE–SSW or NNW–SSE and are approximately perpendicular to the slope. Erosion is dominant, with escarpments, slumps, and several mass transport deposits (MTDs). Shelf-margin clinoforms show strongly upward vertical aggradation with time and are strongly aggradational in style. Since 5.5 Ma, the shelf break line migrated southwards and then retreated to its present position. The segment is classified as erosion-dominated due to insufficient sediment supply. (2) The west segment has a smooth surface, gentle gradient, and a strongly progradational style, with MTDs triggered by high sedimentation rates. Shelf-margin clinoforms display a combination of progradational and aggradational stacking patterns. The shelf break line migrated southwards with time. The segment is classified as deposition-dominated, resulting from plentiful sediment supply. Depositional models have been constructed for each segment: a constant shelf break model with insufficient sediment supply in the east, and a migration shelf break model with plenty sediment supply in the west. This case study contributes to the understanding of the upper slope sedimentary process and stratigraphic style under different sediment supply conditions.  相似文献   
25.
Methods of energy and momentum conservation, vibration theories, and model tests are employed to research the impact force of a hammer on a pile and the pile's penetration. An analytical formula of impact force of the hammer on pile is obtained. A comparison of results from the three methods finds that the analytical formula proposed by this article conforms well to practical situations. Research results show that if the hammer's impact energy remains unchanged, penetration increases with the increase of hammer weight and cushion stiffness. In addition, the impact force received by the pile head degrades with the increase of hammer weight, but increases with the increase of cushion stiffness. Impact time decreases with the increase of cushion stiffness, but increases with the increase of hammer weight. The model test shows that, when compared with a cotton cloth cushion, an elastic cushion's advantages lie in that the relatively small pile head impact force can achieve significant pile penetration. The cotton cloth is gradually compacted with the increase of blow counts; hence, the impact force the pile head receives tends to increase gradually.  相似文献   
26.
Recent and paleo-submarine landslides are widely distributed within strata in deep-water areas along continental slopes, uplifts, and carbonate platforms on the north continental margin of the South China Sea (SCS). In this paper, high-resolution 3D seismic data and multibeam data based on seismic sedimentology and geomorphology are employed to assist in identifying submarine landslides. In addition, deposition models are proposed that are based on specific geological structures and features, and which illustrate the local stress field over entire submarine landslides in deep-water areas of the SCS. The SCS is one of the largest fluvial sediment sinks in enclosed or semi-enclosed marginal seas worldwide. It therefore provides a set of preconditions for the formation of submarine landslides, including rapid sediment accumulation, formation of gas hydrates, and fluid overpressure. A new concept involving temporal and spatial analyses is tested to construct a relationship between submarine landslides and different time scale trigger mechanisms, and three mechanisms are discussed in the context of spatial scale and temporal frequency: evolution of slope gradient and overpressure, global environmental changes, and tectonic events. Submarine landslides that are triggered by tectonic events are the largest but occur less frequently, while submarine landslides triggered by the combination of slope gradient and over-pressure evolution are the smallest but most frequently occurring events. In summary, analysis shows that the formation of submarine landslides is a complex process involving the operation of different factors on various time scales.  相似文献   
27.
Wang  Tengfei  Ma  Hongfei  Liu  Kaiwen  Luo  Qiang  Xiao  Shiguo 《Acta Geotechnica》2022,17(9):4145-4171
Acta Geotechnica - A ground modification technique with rigid columns and ground beams for supporting an embankment over multilayered soft soils is introduced and investigated. A fully coupled...  相似文献   
28.
南海北部陆坡深水曲流水道的识别及成因   总被引:3,自引:0,他引:3  
深水水道是深水沉积体系中重要的组成单元,其作为潜在的油气储集体也被油气行业所关注。深水水道多处于深水环境下的沉积地层中,因此对于其直接的观测和研究都比较困难。基于近年新采集的多道2 D和3 D地震资料,利用相干时间切片、RMS均方根振幅、3D振幅可视化等地球物理手段对南海北部陆坡深水水道进行了识别和研究。该水道为更新世深水曲流水道,与来自中南半岛的浊流侵蚀有关,水道呈SW—NE向展布,侧向侵蚀特征明显。3D振幅可视化图显示该水道轴部为强振幅反射,推测为富砂充填,其余部分为弱振幅反射,推测为富泥充填,这点与世界已钻水道特征一致。深水曲流水道的形成过程和内部结构复杂,其内部砂体与泥岩常互层出现,泥岩的封堵作用会阻碍流体的流动或形成超压,同时也可起到良好的盖层作用,因此对于深水曲流水道的勘探和开发要重视这个问题。   相似文献   
29.
对南海中沙群岛海域232个表层沉积物样品进行了粒度分析,以探讨研究区沉积物来源、沉积环境和输运趋势.根据Folk沉积物命名法,将研究区沉积物划分为砂、粉砂质砂、砂质粉砂、砂质泥、粉砂和泥等6种类型,以砂质泥和泥为主,粒径较粗、分选较好的沉积物主要分布在中沙台地海域.通过对组分含量、粒度参数和水深进行聚类分析和主成分分析...  相似文献   
30.
Based on more than 4000 km 2D seismic data and seismic stratigraphic analysis, we discussed the extent and formation mechanism of the Qiongdongnan deep sea channel. The Qiongdongnan deep sea channel is a large incised channel which extends from the east boundary of the Yinggehai Basin, through the whole Qiongdongnan and the Xisha trough, and terminates in the western part of the northwest subbasin of South China Sea. It is more than 570 km long and 4–8 km wide. The chaotic (or continuous) middle (or high) a...  相似文献   
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