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991.
992.
The distribution characteristics of the oil-water contact are the basis for the reservoir exploration and development and reserves evaluation. The reservoir with a tilted oil-water contact has a unique formation mechanism, and the understanding of its distribution and formation mechanism will directly affect the evaluations for the reservoir type, well deployment, selection of well pattern and type, determination of test section, and reserves evaluation. Based on the analysis of reservoir characteristics, petrophysical properties and geological structure in 40 reservoirs worldwide with tilted oil-water contacts, the progress of the research on the formation mechanisms of titled oil-water contacts is summarized in terms of the hydrodynamic conditions, reservoir heterogeneity, neotectonic movement and oil-gas exploitation. According to the formation mechanism of tilted oil-water contacts and the needs of exploration research, different aspects of research methods are summarized and classified, such as the calculation of equipotential surfaces for oil and water in the formation, analysis of formation pressure and analysis of reservoir physical properties and so on. Based upon statistical analysis, it is suggested that the degree of the inclination of the oil-water contact be divided based on the dip of oil-water contact(DipTOWC). The tilted oil-water contact is divided into three categories: large dip(DipTOWC≥55 m/km), medium dip(4 m/km≤DipTOWC55 m/km), and small dip(DipTOWC4 m/km). The classification and evaluation method can be combined with structure amplitude and reservoir property. The formation mechanism of domestic and international reservoirs with tilted oil-water contacts are summarized in this paper, which have important significance in guiding the exploration and development of the oilfield with tilted oil-water contacts, reserves evaluation, and well deployment. 相似文献
993.
To investigate the movement mechanism of debris flow, a two‐dimensional, two‐phase, depth‐integrated model is introduced. The model uses Mohr‐Coulomb plasticity for the solid rheology, and the fluid stress is modeled as a Newtonian fluid. The interaction between solid and liquid phases, which plays a major role in debris flow movement, is assumed to consist of drag and buoyancy forces. The applicability of drag force formulas is discussed. Considering the complex interaction between debris flow and the bed surface, a combined friction boundary condition is imposed on the bottom, and this is also discussed. To solve the complex model equations, a numerical method with second‐order accuracy based on the finite volume method is proposed. Several numerical experiments are performed to verify the feasibilities of model and numerical schemes. Numerical results demonstrate that different solid volume fractions substantially affect debris flow movement. 相似文献
994.
海洋开发活动在产生社会经济效益的同时也造成了海洋资源的损耗,并对海洋环境及其生态服务功能产生影响。根据江苏省海洋资源开发活动特点,筛选出江苏海岸带资源开发中常见的5种典型的开发利用方式,选取了经济效益指标、社会效益指标、资源损耗指标、环境成本指标构成海洋开发活动综合效益评估体系,采用灰色关联法定量分析各项目以及其评价指标对综合效益的贡献程度。其中围海养殖、海上风电、排污倾倒、城镇建设与综合效益的关联度均值分别为0.464,0.459,0.509和0.490;临港工业开发方式与综合效益的关联度均值为0.657,处于较好状态,所以建议优先选择临港工业开发方式,从而得出海洋开发方式的选择依据。 相似文献
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997.
泉州港作为古代海上丝绸之路的起点,今天又成为21世纪“一带一路”的新起点。本文以泉州港1990-2014年共6期的Landsat TM/OLI遥感影像为数据源,综合应用遥感和GIS技术提取了泉州港的海岸线及海域变化信息,从海岸线的长度、变化速率、分形维数、海域变化面积和海域利用类型5个方面进行海岸线变化及其驱动力分析。研究表明:近24年来,泉州港海岸线长度增加了37.78 km,海岸线的形状总体稳定,但在局部有明显变化。海岸线变化导致的海域变化面积为68.02 km2,其中,建设用地(城市和港口建设)占用的比例最大,围海养殖也是一个重要的利用类型。但泉州港围填海新增面积的利用率不高,超过一半的围填海面积尚未被合理地开发利用。总的来看,新城区建设、临港工业产业兴起和农渔业发展导致了泉州港海岸线的变化。 相似文献
998.
A method for determining calcium(Ca),potassium(K),magnesium(Mg) and iron(Fe) in four fish species was optimized and validated.It included microwave mineralization of the samples and subsequent quantification by flame atomic absorption spectroscopy(FAAS) with Zeeman-effect background correction.Using HNO3(65%) and H2O2(33%) as extraction solutions,the optimal conditions of extraction were established as follows:0.5 g of sample mass;microwave time program of 300 W/5 min and 600 W/5 min.The method was free of matrix interferences.The linear correlation coefficients were ≥0.9991,the recovery percentage of analytes was from 99.31% to 103.70% and the RSD(relative standard deviation) was lower than 2.06%.The detection limits obtained were 32.3,43.2,14.0 and 68.6 ng mL-1 for Ca,K,Mg and Fe in FAAS respectively.It is shown that the method is rapid,simple,sensitive and accurate.The method was applied to the studies of digestibility and measurement of these nutrients in samples of fish collected from Norway,Japan and China. 相似文献
999.
等效力控制方法在拟动力试验中的应用 总被引:2,自引:0,他引:2
为了避免用复杂的迭代求解拟动力试验隐式逐步积分方法的非线性运动方程,作者提出了一种用反馈控制求解的方法—等效力控制方法。这篇文章首先介绍等效力控制方法的原理;然后通过数值模拟和试验验证此方法的有效性。数值模拟和试验的结果都表明,当选用合理的等效力控制器参数时,此方法可以取得非常好的稳定性和精度。数值模拟的结果还表明尽管等效力控制方法是以力作为反馈控制的对象,此方法能有效完成对具有负刚度试件的加载。 相似文献
1000.
砂土中抗拔桩与抗压桩模型试验研究 总被引:3,自引:0,他引:3
为研究单桩在抗拔与抗压条件下承载能力、桩身轴力以及侧摩阻力分布规律的不同,进行了砂土中长径比大于40的抗拔桩与抗压桩室内模型试验,通过桩身内设置电阻应变片,测得各级荷载下桩身不同深度的应变。分析表明,抗拔桩不论是位移还是位移增长速率,都远远超过抗压桩。因此,抗拔桩设计时应综合考虑桩顶上拔量来确定抗拔承载力。抗拔桩与抗压桩的桩身轴力分布具有相似的特性,试验所得抗拔总侧摩阻力折减系数?=0.56。抗拔桩与抗压桩侧摩阻力都是从上部开始发挥并向下传递,随着荷载的增加,上部侧摩阻力变化很小,桩身中下部侧摩阻力迅速增长。抗拔桩桩端部侧摩阻力表现出弱化效应,抗压桩则表现出强化效应。 相似文献