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31.
井间电阻率层析成象是一种探测地下浅部精细结构的物探方法,它主要用于解决工程地质问题。本文采用2.5-D有限元法,针对井间电阻率层析成象中的AM观测系统进行了反演成象计算。文中首先计算了灵敏度矩阵,然后给出了一种电阻率层析成象反演算法—平滑度约束反演,理论模型的计算和实际资料的处理,都证明了该算法的有效性 相似文献
32.
从天山乌鲁木齐河源1号冰川变化估计近百年来该地区夏季升温 总被引:6,自引:6,他引:6
通过冰川波动历史来揭示气候变化是一种重要的方法。然而,以往有关这一方面的研究大都是一些定性的。文章试图依据冰种变化来定量的研究气候变化,并且通过近百年来天山乌鲁木齐河源1号冰川的变化,揭示出本世纪以来该河源地区夏季气温上升约0.23 ̄0.25℃,同时,对于该冰川不同长度规模时的气候敏感性也进行了讨论。 相似文献
33.
秦家屯油田储层的敏感性评价 总被引:1,自引:0,他引:1
李永刚 《吉林大学学报(地球科学版)》2004,(Z1)
储层的敏感性评价是研究储层损害机理、保护储层或减小储层损害的依据,是搞好油田注水开发的基础。采用岩心流动实验装置,开展了储层敏感性的室内实验。结果表明秦家屯油田储集层对流体速度表现为弱敏感性,对盐敏表现为中等偏弱盐敏性,对酸表现为无敏感性,随着注水速度的增加,岩心的渗透率也随之增大,并未出现“桥堵”和“卡堵”现象,说明储层中不稳定的固相颗粒含量低,不能堵塞地层,油层增产可采用提高注入速度、酸化等措施,油层水敏为中等偏弱到中等偏强,注水前要注入稳定剂。碱敏表现为弱碱敏或中等碱敏,对该区三次采油作业中,尤其是碱水驱油要特别注意。 相似文献
34.
建设用地地质灾害危险性评估中几个问题的思考 总被引:7,自引:3,他引:7
金德山 《中国地质灾害与防治学报》2004,15(4):101-103
结合工作实践,就建设用地地质灾害危险性评估及其成果审查工作中经常遇到的5个问题——评估灾害类型的确定原则,评估区环境条件分析深度的把握,现状、预测及综合地质灾害危险性评估内容的侧重点,土地适宜性评价的依据以及优秀评估成果的判定标准,提出了个人的理解和认识。供从事类似工作的同志参考。 相似文献
35.
Kela 2 Gas Field, with high formation pressure (74.35MPa), high pressure coefficient (2.022) and difficulty of potential test and evaluation, is the largest integrated proved dry gas reservoir in China so far and the principal source for West-East Gas Development Project. In order to correctly evaluate the elastic-plastic deformation of rocks caused by the pressure decline during production, some researches, as the experiment on reservoir sensitivity to stress of gas filed with abnormal high pressure, are made. By testing the rock mechanic properties, porosities and permeabilities at different temperature and pressure of 342 core samples from 5 wells in this area, the variations of petro-physical properties at changing pressure are analyzed, and the applicable inspection relationship is concluded. The average productivity curve with the reservoir sensitivity to stress is plotted on the basis of the research, integrated with the field-wide productivity equation. The knowledge lays a foundation for the gas well productivity evaluation in the field and the gas field development plan, and provides effective techniques and measures for basic research on the development of similar gas fields. 相似文献
36.
This paper describes the use of a backprojection algorithm to reconstruct subsurface images of the electrical resistivity in horizontal planes parallel to the surface. The algorithm can be applied to detect buried objects such as tanks or pipes and possible leakages from them. Two imaging strategies are compared: juxtaposition of vertical planes, and 3D reconstruction from the sensitivity matrix corresponding to the entire volume whose surface is explored. The electrode arrays used for voltage measurement are the dipole–dipole array and a modified Schlumberger array. A personal computer controls current injection, electrode switching, and voltage detection. The system injects 1 kHz, 20 V peak-to-peak square waveforms, thus avoiding electrode polarization effects. Experimental laboratory measurements show that the algorithm detects localized objects such as an insulating sphere and a conductive cylinder immersed in water. Furthermore, covering half of the cylinder by a rubber sleeve to simulate a nonconductive leak, yields a distinct image for the leak. The backprojection algorithm does not need any regularization parameter and it is very fast in inverting the sensitivity matrix because it approximates the inverse matrix by its transposed. The dipole–dipole array usually yields a lower overall pixel error than the modified Schlumberger array but both allow the detection of simulated underground leaks. 相似文献
37.
38.
No author 《Aquatic Sciences - Research Across Boundaries》2005,67(3):392-291
No Abstract. .The following two amendments concern the above mentioned article that appeared electronically Online First on June13, 2005 (this issue, pp. 274–291).1. the first name of the author Cooper is Philip (and not Phillip).2. the correct grant reference number is EVK1-CT-1999-00032 (instead of: EVK1-CT-2002-00121). 相似文献
39.
A dataset of 21 study reaches in the Porter and Kowai rivers (eastern side of the South Island), and 13 study reaches in Camp Creek and adjacent catchments (western side of the South Island) was used to examine downstream hydraulic geometry of mountain streams in New Zealand. Streams in the eastern and western regions both exhibit well-developed downstream hydraulic geometry, as indicated by strong correlations between channel top width, bankfull depth, mean velocity, and bankfull discharge. Exponents for the hydraulic geometry relations are similar to average values for rivers worldwide. Factors such as colluvial sediment input to the channels, colluvial processes along the channels, tectonic uplift, and discontinuous bedrock exposure along the channels might be expected to complicate adjustment of channel geometry to downstream increases in discharge. The presence of well-developed downstream hydraulic geometry relations despite these complicating factors is interpreted to indicate that the ratio of hydraulic driving forces to substrate resisting forces is sufficiently large to permit channel adjustment to relatively frequent discharges. 相似文献
40.
Models capable of estimating losses in future earthquakes are of fundamental importance for emergency planners, for the insurance and reinsurance industries, and for code drafters. Constructing a loss model for a city, region or country involves compiling databases of earthquake activity, ground conditions, attenuation equations, building stock and infrastructure exposure, and vulnerability characteristics of the exposed inventory, all of which have large associated uncertainties. Many of these uncertainties can be classified as epistemic, implying—at least in theory—that they can be reduced by acquiring additional data or improved understanding of the physical processes. The effort and cost involved in refining the definition of each component of a loss model can be very large, for which reason it is useful to identify the relative impact on the calculated losses due to variations in these components. A mechanically sound displacement‐based approach to loss estimation is applied to a test case of buildings along the northern side of the Sea of Marmara in Turkey. Systematic variations of the parameters defining the demand (ground motion) and the capacity (vulnerability) are used to identify the relative impacts on the resulting losses, from which it is found that the influence of the epistemic uncertainty in the capacity is larger than that of the demand for a single earthquake scenario. Thus, the importance of earthquake loss models which allow the capacity parameters to be customized to the study area under consideration is highlighted. Copyright © 2005 John Wiley & Sons, Ltd. 相似文献