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81.
82.
北京密云元古宙常州沟组之下环斑花岗岩古风化壳岩石的发现及其碎屑锆石年龄 总被引:18,自引:1,他引:17
在北京密云地区,最近发现环斑花岗岩(脉)上发育有古风化壳,并被长城系常州沟组砂岩覆盖。风化壳物质的组成主要为来自环斑花岗岩的原地风化残留物和粗碎屑岩,采用SHRIMP和LA-ICP-MS方法,分别获得环斑花岗岩古风化壳碎屑岩的碎屑锆石U-Pb年龄值为(1682±20)Ma、(1708±6)Ma等,与相邻的密云环斑花岗岩年龄相同。这套古风化壳碎屑岩的存在和测年结果显示,长城系常州沟组的底界年龄应小于1682Ma。 相似文献
83.
Jiansheng Shi Zhao Wang Zhaoji Zhang Yuhong Fei Yasong Li Feng’e Zhang Jingsheng Chen Yong Qian 《地学前缘(英文版)》2011,2(4):593-598
A series of environmentalegeological problems have been caused by over-exploitation of deep
groundwater (i.e., confined aquifer water) in the North China Plain. In order to better understand the status
of deep groundwater over-exploitation and the resultant environmentalegeological problems on a regional
scale, the over-exploitation of groundwater has been assessed by way of the groundwater exploitation
potential coefficient (i.e., the ratio of exploitable amount of deep groundwater to current exploitation),
cumulative land subsidence, and long-term average lowering rate of the groundwater table. There is a good
correlation among the results calculated by the different methods. On a regional scale, deep groundwater
has been over-exploited and there is no further exploitation potential under the current conditions. The
groundwater exploitation degree index takes the exploitation in 2003 as the reference for the calculations,
so the results mainly reflect the degree of current groundwater exploitation. The results of over-exploitation
of deep groundwater obtained by land subsidence data and long-term average rate of depression of the water
table mainly reflect environmentalegeological problems caused by exploitation of deep groundwater. 相似文献
84.
Unsteady two-dimensional Navier-Stokes equations and Navier-Stokes type model equations for porous flow were solved numerically to simulate the propagation of water waves over a permeable rippled bed. A boundary-fitted coordinate system was adopted to make the computational meshes consistent with the rippled bed. The accuracy of the numerical scheme was confirmed by comparing the numerical results concerning the spatial distribution of wave amplitudes over impermeable and permeable rippled beds with the analytical solutions. For periodic incident waves, the flow field over the wavy wall is discussed in terms of the steady Eulerian streaming velocity. The trajectories of the fluid particles that are initially located close to the ripples were also determined. One of the main results herein is that under the action of periodic water waves, fluid particles on an impermeable rippled bed initially moved back and forth around the ripple crest, with increasing vertical distance from the rippled wall. After one or two wave periods, they are then lifted towards the next ripple crest. All of the marked particles on a permeable rippled bed were shifted onshore with a much larger displacement than those on an impermeable bed. Finally, the flow fields and the particle motions close to impermeable and permeable beds induced by a solitary wave are elucidated. 相似文献
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Rockfill is an important construction material for infrastructure engineering, such as dams, railways and airport foundations, which display a long-term post-construction settlement. However, the main mechanisms for rockfill creep and weathering influence still remain poorly understood. Particle mechanics method is used to understand the rockfill creep process under dry and wet conditions. Different bond-aging models and wetting models that represent different degradation and weakening mechanisms are compared, in order to clarify the principle and secondary mechanisms for rockfill creep and weathering influence. The results show that rockfill aggregate breakage in terms of angularity abrasion is the main source for rockfill creep under dry state. Wetting can induce additional strain mainly due to the reduction of contact friction coefficient, i.e. lubrication, and the bond strength reduction just plays a secondary role in producing additional strain. The earlier the wetting occurs during rockfill creep, the more rapidly the rockfill becomes stable. The wetting–drying cycles can induce strain evolution in a ‘stepped’ way, which is in agreement with experimental observation. The practical implications from the modeling and the outstanding issues in this study are also discussed. 相似文献
89.
Lan Chen Chen Jing an Zeng Yan Guo Jianyang Zhang Runyu Wang Jingfu Yang Haiquan Ji Yongxue 《地球科学进展》2015,30(10):1172-1181
Deep lakes always maintain vertical thermal stratification due to their physical structure. The thermocline prevents the transfer of oxygen from epilimnion to hypolimnion, leading to the formation of anoxic conditions in deeper water, the enhanced release of endogenous pollutants and the deterioration of water quality. Oxygenation is an effective measure to improve the water quality of deep lakes and mitigate the release of endogenous pollutants via the increase of the oxygen level in water. This paper provided an overview of the method and theory of oxygenation in deep lakes. Advantages and limitations of different methods of oxygenation, including artificial destratification, airlift aerators, Speece cone and bubble plume diffusers, were discussed. In addition, challenges and prospects of oxygenation were assessed based on the analyzing of typical examples of oxygenation in deep lakes and the difference in oxygenation system used in deep lakes and shallow lakes. 相似文献
90.
针对合肥市水资源现状,分析合肥市水资源特点。结合节水型社会建设的要求,采用相应的定额,预测分析了各行业需水量和供水量,对合肥市2015和2020年的水资源供需平衡进行了二次分析。结果表明:在一次平衡方案下,到2015年,合肥市仅在95%特枯年份下缺水,缺水度为19.16%,水资源基本能满足社会经济的发展。至2020年,合肥市在不同保证率年份下均有缺水,其中,50%频率平水年份的缺水度为3.1%,75%枯水年份的缺水度为4.34%,95%特枯年份缺水度为13.09%,表明未来合肥市水资源紧缺将会成为制约社会经济发展的"瓶颈"。在二次平衡方案下,合肥市仅在2015年和2020年95%特枯年份下有少量缺水,缺水度分别为7.6%和10.21%。最后提出相应的建议,为保证合肥市经济社会、可持续地发展提供科学的依据。 相似文献