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151.
Numerical simulation of oil migration and accumulation is to describe the history of oil migration and accumulation in basin
evolution. It is of great value to the evaluation of oil resources and to the determination of the location and amount of
oil deposits. This thesis discusses the characteristics of petroleum geology and permeation fluid mechanics. For the three-dimensional
problems of Dongying hollow of Shengli Petroleum Oil Field, it puts forward a new model and a kind of modified method of upwind
finite difference fractional steps implicit interactive scheme. For the famous hydraulic experiment of secondary migration–accumulation,
the numerical simulation test has been done, and both the computational and experimental results are basically identical.
For the actual problem of Dongying hollow, the numerical simulation test and the actual conditions are basically coincident.
Thus, the well-known problem has been solved. 相似文献
152.
Combined subsidence and thermal 1D modelling was performed on six well-sections located in the north-western Mid-Polish Trough/Swell
in the eastern part of the Central European Basin system. The modelling allowed constraining quantitatively both the Mesozoic
subsidence and the magnitude of the Late Cretaceous–Paleocene inversion and erosion. The latter most probably reached 2,400 m
in the Mid-Polish Swell area. The modelled Upper Cretaceous thickness did not exceed 500 m, and probably corresponded to 200–300 m
in the swell area as compared with more than 2,000 m in the adjacent non-inverted part of the basin. Such Upper Cretaceous
thickness pattern implies early onset of inversion processes, probably in the Late Turonian or Coniacian. Our modelling, coupled
with previous results of stratigraphic and seismic studies, demonstrates that the relatively low sedimentation rates in the
inverted part of the basin during the Late Cretaceous were the net result of several discrete pulses of non-deposition and/or
erosion that were progressively more pronounced towards the trough axis. The last phase of inversion started in the Late Maastrichtian
and was responsible for the total amount of erosion, which removed also the reduced Upper Cretaceous deposits. According to
our modelling results, a Late Cretaceous heat-flow regime which is similar to the present-day conditions (about 50 mW/m2) was responsible for the observed organic maturity of the Permian-Mesozoic rocks. This conclusion does not affect the possibility
of Late Carboniferous–Permian and Late Permian–Early Triassic thermal events. 相似文献
153.
The Glueckstadt Graben of the North-German Basin: new insights into the structure from 3D and 2D gravity analyses 总被引:1,自引:0,他引:1
Tamara Yegorova Yuriy Maystrenko Ulf Bayer Magdalena Scheck-Wenderoth 《International Journal of Earth Sciences》2008,97(5):915-930
The structure of the Glueckstadt Graben has been investigated by use of 3D gravity backstripping technique and by 2D gravity
and magnetic modelling. Subtracting the gravity effects of the Meso-Cenozoic sediments together with Permian salt reveals
a positive residual anomaly within the Glueckstadt Graben. This anomaly includes two local maxima over the Westholstein and
Eastholstein Troughs. The 2D gravity models point to the presence of a high-density body within the lower crust of the Glueckstadt
Graben. In addition, the results of 2D magnetic modelling indicate that the central part of the high-density body is overlain
by an area with high susceptibility. Most probable, the formation of this high-density body is a result of complex poly-phase
tectonic history of the study area. Finally, the results of gravity modelling indicate that Permian salt is not homogeneous.
3D gravity analysis and, especially, 2D gravity modelling have distinguished the differences in degree of salt saturation
in salt-rich bodies, and elucidate the proportion of Rotliegend salt. 相似文献
154.
西藏札达盆地控盆断裂有限元数值模拟 总被引:1,自引:0,他引:1
札达盆地是喜马拉雅构造带中的一个山间断陷盆地,其演化过程与盆地两侧的控盆构造密切相关。对控盆断裂的构造应力场进行模拟计算,将有助于进一步深化对本区构造控盆的认识。因此,在对盆地构造地质进行详细调查的基础上,结合本区的深部地质与地球物理资料,对札达盆地控盆断裂的构造应力场进行了模拟。计算结果表明,札达盆地的演化明显受盆地两侧边界断裂的控制,札达盆地是在整体南北向挤压应力的作用下,不同块体差异隆升作用的结果。其南侧的控盆断裂为北倾的正断层,北侧的控盆断裂为南倾的逆断层,二者共同形成了南降北升的翘板式断陷盆地运动过程,是喜马拉雅地块在陆内汇聚挤压构造环境中构造应力场调整的一种方式。 相似文献
155.
人工边坡潜在滑动面研究——以广州科学城某人工高边坡为例 总被引:2,自引:2,他引:0
运用强度参数的改变对边坡破坏面形迹影响不明显这一特点,在数值模拟过程中通过改变岩体强度参数,有效地获取潜在滑动面的位置和形态,较好地解决了滑动面搜索的难题。将该法应用于广州科学城某人工高边坡稳定性的研究,在三维数值模拟过程中,将强度参数大幅度折减,计算后获得各剖面的剪应变增量图,从这些图中可获得潜在滑动面。这与人们通常将此类边坡的中风化面作为滑动面存在较大差别。将该滑动面运用极限平衡法进行计算,计算结果显示各剖面的安全系数基本都大于1.2,边坡稳定但仍需要加固处理,与三维数值模拟结果相一致。由此认为用这种分析法确定出的潜在滑动面合理、计算结果可靠,可作为搜索边坡潜在滑动面并计算安全系数的方法之一。 相似文献
156.
157.
158.
New basis for the constitutive modelling of aggregated soils 总被引:1,自引:1,他引:0
Natural and compacted soils are usually characterized by aggregation of particles. The mechanical behaviour of these materials
depends on soil structure. The oedometric compression tests performed on aggregated samples presented here showed that these
materials exhibit a yield limit depending not only on stress history and stress state but also on soil structure. Evidence
is provided using the neutron tomography technique. These results revealed that soil structure modification occurs together
with plastic deformations. The experimental results are used to propose a new state parameter to quantify the soil structure.
Based on pore-scale experimental observations, an evolution law for this parameter is proposed as a function of associated
plastic strains. Considering both soil fabric and inter-particle bonding effects, a new yield limit depending on stress state,
stress history and soil structure is introduced for the aggregated soils. Accordingly, a new constitutive framework consistent
with strain hardening plasticity is proposed to consider soil structure effects in the modelling of aggregated soils. 相似文献
159.
Changing grading of soil: effect on critical states 总被引:6,自引:3,他引:3
Examples of situations are presented where the grading of a soil changes during its lifetime either by crushing of particles
leading to an increase of fine material or by slow transport of fine particles with seepage leading to a decrease of fine
material. Such grading changes influence the basic constitutive properties of the soil, in particular properties such as critical
states which are dependent on the available range of densities of packing. Discrete element modelling is used to show the
dependence of critical state conditions on grading and the way in which the particle assembly seeks out new critical state
conditions as the grading changes. 相似文献
160.
The present paper deals with the specification of bed erosion flux that accounts for the effects of sediment-induced stratification in the water column. Owing to difficulties in measuring the bed shear stress b and the erosive shear strength s, we suggest a series of methods that combine laboratory and numerical experiments. A simplified turbulent transport model that includes these effects helps to quantify b and s. Focusing on soft stratified beds, the present study considers erosion rate formulas of the form =f exp {[Tb-Ts]} where is a model constant (=1 for Gularte's (1978) formula and =1/2 for Parchure's (1984) formula). First, the bed erosive strength profile s(Z) is adjusted by forcing the turbulent transport model with measured erosion rates. Second, three procedures are suggested to determine the erosion rate formula coefficients f and : a global procedure and two different layer-by-layer procedures. Each procedure is applied to an erosion experiment conducted in a rotating annular flume by Villaret and Paulic (1986). The use of the layer-by-layer procedure based on a least squares fitting technique provides a closer fit than the global procedure. The present study points out the complementarity of experimental and numerical approaches and also suggests possible improvements in laboratory test procedures. 相似文献