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1.
由无黏粗颗粒与黏性泥浆组成的黏性碎屑流,其运动过程会产生不连续变形,基于连续介质假定的流体理论无法描述。根据散体材料理论,在考虑黏性泥浆影响情况下,以PFC3D为平台,编写黏性碎屑坡面运动数值模型试验程序,根据泥浆（成都黏土,密度1.413 g/cm3）室内拉伸试验和旋转剪切试验结果,设置数值模型参数,开展黏性碎屑流坡面运动数值模型试验,再现黏性碎屑坡面运动过程及运动过程中不连续变形现象,并通过同尺寸黏性碎屑坡面运动物理模型试验进行验证。结果表明：基于散体材料理论的PFC3D离散单元法能很好地再现黏性碎屑坡面运动过程及运动过程中不连续变形现象,为深入分析黏性泥浆介质影响下黏性碎屑坡面运动过程提供新的途径。 相似文献
2.
In this paper, we propose a strategy to bypass the phase identification of fluid mixtures that can form three, or more, phases. The strategy is used for reservoir simulation of multicomponent, three-phase, thermal compositional displacement processes. Since the solution path in compositional space is determined by a limited number of “key” tie-simplexes, the proposed “bypass” method uses information from the parameterized tie-simplexes and their extensions. The tie-simplex parameterization is performed in the discrete phase-fraction space. Once the phase-fraction space is discretized, a conventional three-phase flash is used adaptively to compute the phase states at the discretization nodes. If all discretization vertices of a given discrete cell, in phase-fraction space, have the same phase state, then this state is assigned to the entire cell and expensive flash calculations are bypassed. We demonstrate the robustness and efficiency of our phase identification bypassing strategy for several cases with three-phase flow, including a six-component ES-SAGD (enhanced solvent SAGD) model. 相似文献
3.
Our research questions and analytical approaches are used to examine coupled human-natural systems in the Northern Ecuadorian Amazon. They are based on complexity theory and extend from our earlier work in Cellular Automata (CA) in which land use/land cover (LULC) change patterns were spatially simulated to examine deforestation and agricultural extensification on household farms. The basic intent is to understand linkages between people and the environment by explicitly considering pattern-process relationships and the nature of feedback mechanisms among social, biophysical, and geographical factors that influence LULC dynamics within the study area. In this research, we describe how our CA modeling approach emphasizes the human dimensions of LULC change by including socio-economic and demographic characteristics at the household-level along with biophysical data that describe the resource endowments of farms, geographic accessibility of farms to roads and communities, and the evolving nature of human-environment interactions over time and space in response to exogenous and endogenous factors.A LULC change scenario is examined by comparing model outcomes generated for a base CA model and an alternative CA model to explore the effects of increases in household income on land use change patterns at the farm level, achieved as a consequence of improved geographic accessibility to roads and communities and increased off-farm employment as a household livelihood strategy. Growth or transitions rules in our CA model, as well as neighborhood associations are sensitive to socio-economic and demographic factors of households, resource endowments of farms, geographic accessibility, and the uncertainty associated with peasant farming in a frontier setting. Model outcomes indicate that increases in household income are associated with more land in pasture and more land being cultivated for crops as a result of greater access to agricultural markets. In addition, more land in secondary forest succession occurs as a consequence of greater access to roads and communities, thereby, affording a better opportunity for off-farm employment and greater levels of household income. 相似文献
4.
数值模拟是研究撞击坑形成过程的一种主要方法,尤其是认识撞击坑形成机制的重要手段。撞击坑形成过程数值模拟的基本原理是用离散方法描述物质在高速撞击作用下的运动及状态,在模拟中首先将物质与空间划分成离散的网格,在每一次迭代计算中逐步求解各个网格的形变、运动与状态改变的规律。牛顿运动定律、物质的连续体模型与热力学方程是撞击坑形成过程数值模拟的理论基础,牛顿运动定律以偏微分方程的形式贯穿在离散化的网格空间中,物质的连续体模型将物质的屈服强度与破裂、温度、孔隙、振动等联系起来,而热力学方程则通过其他热力学参数计算网格单元内物质的压强与物质所处的状态。 相似文献
5.
在我国西部山区地震、地质活跃带,泥石流灾害对位于泥石流沟道、沟口等位置处的桥墩构成重大威胁。如何量化描述泥石流冲击桥墩的动力过程,是泥石流减灾领域拟要解决的一个重要科学问题。以泥石流灾害威胁成兰铁路沿线桥墩的工程背景为基础,依托大型泥石流模拟系统,进行多组室内大比例泥石流冲击桥墩物理模型试验。研究泥石流流速、流深以及流体特征参数与泥石流冲击压力的相关性。试验结果表明:冲击过程主要受到弗汝德数Fr和雷诺数Re两个无量纲数控制,稀性泥石流冲击压力主要控制参数为Fr,而对于黏性泥石流则同时有Fr和Re的影响;不论是对于峰值冲击力还是冲击功率谱,不同类型泥石流差别显著;在相同重度等条件下,稀性泥石流具有更大的冲击能量;此外,各种类型泥石流通过临界Fr线得到了本质上的区分。研究成果将为桥墩抗泥石流冲击结构设计提供技术支持及科学依据。 相似文献
6.
The existing procedures for the selection of runout model parameters from back-analyses do not allow integrating different
types of runout criteria and generally lack a systematic approach. A new method based on receiver operating characteristic
(ROC) analyses and aimed at overcoming these limitations is herein proposed. The method consists of estimating discrete classifiers
for every runout simulation associated with a set of model parameters. The set of parameters that yields the best prediction
is selected using ROC metrics and space. The procedure is illustrated with the back-analyses of a rainfall-triggered debris
flow that killed 300–500 people in the Metropolitan Area of San Salvador in 1982. The selected model parameters are used to
estimate forward predictions for scenarios that correspond to different return periods. The proposed procedure may be useful
in the assessment of areas potentially affected by landslides. In turn, this information can be used in the production or
updating of land use plans and zonations, similar to that currently being carried out by the Office for Urban Planning of
the Metropolitan Area of San Salvador in El Salvador. 相似文献
7.
8.
基于耦合方法的挡土墙地震响应的数值模拟 总被引：5，自引：0，他引：5
为有效描述动力灾变过程中挡土墙附近土体的细观特性,并大量减小离散元模拟的颗粒数目,节省计算时间,利用离散-连续耦合动力数值模型,模拟了已有离心机试验中重力式挡土墙的地震响应。靠近挡土墙的土体区域用相互作用的离散颗粒模拟,远离挡土墙的土体采用连续模型模拟,编写结构的动力有限元程序并嵌入离散元软件中来模拟挡土墙。通过离散元软件PFC2D和有限差分软件FLAC2D的交互运算实现耦合过程。耦合方法的核心在于:①在离散-连续土体的交界面保证连续性;②模拟中离散区域土体的宏观性质与连续土体模型一致。为进一步满足以上两点,分别提出了新的边界耦合力提取方法和自振柱模拟方法。研究表明耦合方法可以从细观尺度上有效描述土体与结构的相互作用和关心区域的土体特性。 相似文献
9.
泥石流运动规律及其冲击性能对于泥石流灾害的影响范围及严重程度具有重要决定意义。出于泥石流这类多相介质的复杂性,本文采用离散元仿真软件EDEM 2018对碎屑流冲击流槽试验进行了数值模拟研究,考虑流槽坡度、底部拦挡结构角度以及颗粒级配的影响,在已有研究成果的基础上对固体颗粒运动过程及冲击性能展开了系统研究。本文将数值模拟结果与现存试验数据进行了对比分析,验证了数值模拟方法的可靠性,在此基础上得出了以下结论:(1)在拦挡结构角度与颗粒级配相同的情况下,流槽坡度越大,对应的碎屑流运动速度与冲击力的峰值也越大;(2)在流槽坡度与级配相同的情况下,拦挡结构越陡,与其相互作用的固体颗粒数量越多,碎屑流越快达到速度和冲击力峰值,且对应的速度与冲击力峰值也越大;(3)在运动过程中,各颗粒级配的碎屑流均出现反序现象,且细颗粒含量的提升可提高碎屑流运动速度,但同时冲击力降低,而粗颗粒含量的提升可增大碎屑流对拦挡结构的冲击力,对于运动速度的影响较小。 相似文献
10.
LI Chunlai ZUO Wei LIU Jianjun OUYANG Ziyuan National Astronomical Observatories Chinese Academy of Sciences Beijing Institute of Geochemistry Chinese Academy of Sciences Guiyang Guizhou Graduate School Chinese Academy of Sciences Beijing 《《地质学报》英文版》2004,78(5):1090-1093
Space debris, here referring to all non-operating orbital objects, has steadily increased in number so that it has become a potential barrier to the exploration of space. The ever-increasing number of space debris pieces in space has created an increasingly threatening hazard to all on-the-orbit spacecraft, and all future space exploration activities have to be designed and operated with respect to the increasing threat posed by space debris. Generally, space debris is classified as large, medium and small debris pieces based on their sizes. The large debris piece is easily catalogued, but medium to small debris pieces are very difficult to track and also quite different in damage mechanisms from the large ones. In this paper, a scheme of chemical classification of space debris is developed. In our scheme, the first-order classification is employed to divide space debris into two groups: natural 相似文献
11.
We propose a dilatant, two-layer debris flow model validated by full-scale density/saturation measurements obtained from the Swiss Illgraben test site. Like many existing models, we suppose the debris flow consists of a matrix of solid particles (rocks and boulders) that is surrounded by muddy fluid. However, we split the muddy fluid into two fractions. One part, the inter-granular fluid, is bonded to the solid matrix and fills the void space between the solid particles. The combination of solid material and inter-granular fluid forms the first layer of the debris flow. The second part of the muddy fluid is not bonded to the solid matrix and can move independently from the first layer. This free fluid forms the second layer of the debris flow. During flow the rocky particulate material is sheared which induces dilatant motions that change the location of the center-of-mass of the solid. The degree of solid shearing, as well as the amount of muddy fluid and of solid particles, leads to different flow compositions including debris flow fronts consisting of predominantly solid material, or watery debris flow tails. De-watering and the formation of muddy fluid washes can occur when the solid material deposits in the runout zone. After validating the model on two theoretical case studies, we show that the proposed model is able to capture the streamwise evolution of debris flow density in time and space for real debris flow events.
相似文献12.
Multiscale mixed/mimetic methods on corner-point grids 总被引：1，自引：0，他引：1
Multiscale simulation is a promising approach to facilitate direct simulation of large and complex grid models for highly
heterogeneous petroleum reservoirs. Unlike traditional simulation, approaches based on upscaling/downscaling, multiscale methods
seek to solve the full flow problem by incorporating subscale heterogeneities into local discrete approximation spaces. We
consider a multiscale formulation based on a hierarchical grid approach, where basis functions with subgrid resolution are
computed numerically to correctly and accurately account for subscale variations from an underlying (fine-scale) geomodel
when solving the global flow equations on a coarse grid. By using multiscale basis functions to discretise the global flow
equations on a (moderately sized) coarse grid, one can retain the efficiency of an upscaling method and, at the same time,
produce detailed and conservative velocity fields on the underlying fine grid. For pressure equations, the multiscale mixed
finite-element method (MsMFEM) has been shown to be a particularly versatile approach. In this paper, we extend the method
to corner-point grids, which is the industry standard for modelling complex reservoir geology. To implement MsMFEM, one needs
a discretisation method for solving local flow problems on the underlying fine grids. In principle, any stable and conservative
method can be used. Here, we use a mimetic discretisation, which is a generalisation of mixed finite elements that gives a
discrete inner product, allows for polyhedral elements, and can (easily) be extended to curved grid faces. The coarse grid
can, in principle, be any partition of the subgrid, where each coarse block is a connected collection of subgrid cells. However,
we argue that, when generating coarse grids, one should follow certain simple guidelines to achieve improved accuracy. We
discuss partitioning in both index space and physical space and suggest simple processing techniques. The versatility and
accuracy of the new multiscale mixed methodology is demonstrated on two corner-point models: a small Y-shaped sector model
and a complex model of a layered sedimentary bed. A variety of coarse grids, both violating and obeying the above mentioned
guidelines, are employed. The MsMFEM solutions are compared with a reference solution obtained by direct simulation on the
subgrid. 相似文献
13.
A catastrophic landslide dam breach induced debris flow initiated in Da-Cu-Keng stream, Ruifang town, when typhoon Xangsane hit Taiwan on November 1, 2000. Different available methodologies were used to model the natural dam breach induced debris flow and using field topography the hazard zones affected by debris mixtures were delineated. The numerical finite element or finite difference method is time consuming for the simulation of debris flow inundation areas and hence a rules-based GIS (Geographic Information System) analysis is proposed in this study. The model emphasizes the downstream inundated fan-shaped areas covered by debris mixtures through the overflow point. Topography and gradient are assumed to dominate the debris masses deposition mechanism in the GIS analysis. The approach considers the parameters effects, such as the runout distance, the debris masses magnitude and the inundated areas. The results of this study reveal that the GIS process using the rule-based approach speeds up the processing of delineating the hazard zones and assessment, which can be applied to early-warning and preliminary inundation hazardous mapping. 相似文献
14.
I. G. Georgoudas G. Ch. Sirakoulis E. M. Scordilis I. Th. Andreadis 《Natural Hazards》2009,50(3):519-537
A two-dimensional (2-D) Cellular Automata (CA) dynamic system constituted of cells-charges has been proposed for the simulation
of the earthquake process. The CA model has been calibrated with the use of real data. The calibration incorporates major
seismic characteristics of the area under test. The simulation results are found in good quantitative and qualitative agreement
with the recorded Gutenberg–Richter (GR) scaling relations. The model is enriched with a powerful multi-parameter interface
that enables the user to load real data from different regions. This paper examines the on-chip realisation of the model and
its instrumentation. The CA model hardware implementation is based on Field Programmable Gate Array (FPGA) logic. It utilises
an array of 32 × 32 cells. Parameters that construct the local CA rule constitute the input data. The initial seed, which
to some extent corresponds to the seismic features of the area under test, is loaded in a semi-parallel way and the process
is completed in a certain number of time steps. The automatic response of the processor provides the corresponding GR scaling
law of the area under study. The hardware implementation of the CA-based earthquake simulation model is advantageous in terms
of low-cost, high-speed, compactness and portability features. It can operate as a preliminary data-acquisition filter that
accelerates the evaluation of recorded data as far as its origin time, spatial and magnitude completeness and quality are
concerned. Software that performs reliable automatic phase picking, as well as data elaboration, can be assembled next to
the earthquake recording instruments (the whole network) output to assure a quick and reliable iteration of the focal parameters
of a recorded earthquake (epicentre coordinates, focal depth and magnitude). The dedicated processor can be accommodated right
after this stage (before any manual elaboration) focusing on the near real-time development of a reliable qualitative dynamical
seismic record and a mapping of the seismic characteristics of the area. 相似文献
15.
N. Sh. Chen Ch. L. Yang W. Zhou F. Q. Wei Z. L. Li D. Han G. Sh. Hu 《Natural Hazards》2011,56(1):37-57
Debris flow with intermittent surges is a major natural hazard. Accurate estimation of the total volume of debris flow is
a challenge for academic researchers and engineering practitioners. This paper has proposed a new model for the total volume
estimation based on 15 years of observations in Jiangjia Valley, China, from 1987 to 2004. The model uses two input variables:
debris flow moving time and average surge peak discharge. The Weibull distribution formula is adopted to describe the relationship
between the debris flow surge peak discharge and its relative frequency. By integrating the Weibull function and two-point
curve fitting, the relationship between the maximum discharge and average surge peak discharge can be established. The total
debris flow volume is linked with the debris flow moving time and the average peak discharge. With statistical regression,
the debris flow moving time is derived from the debris flow total time. The proposed model has fitted very well with the validation
data and outperformed the existing models. This study has provided a new and more accurate way for estimating the total volume
of debris flows with intermittent surges in engineering practice. 相似文献
16.
本文以热水河流域的老洼沟和分叉沟两处典型泥石流沟道为研究对象,通过野外工程地质勘查分析泥石流形成发育条件,揭示泥石流灾害成因机制。沟道上游地形陡峻,沟域形态近似呈扇形,为物源和降雨、径流等的汇集提供了有利的地形地貌条件;崩滑坡积物及沟床松散堆积物构成了丰富的泥石流物源;雨季充沛的降水及其形成的地表径流则是良好的水源条件和水动力条件。这些基本条件共同促使泥石流的形成发育。然后利用矩阵离散元数值模拟软件MatDEM评价不同泥石流防治措施的减灾效益。在只有岩土工程措施的情况下,泥石流物源块石携带的能量有62.3%在沟道运移过程中转化为热能,其余37.7%的能量则由拦挡结构承载;而在生态-岩土工程协同作用的情况下,物源携带的能量有70%在与上游生态工程和沟道的碰撞、摩擦过程中消耗,30%的能量在与下游拦挡结构相互作用过程中消耗。基于此,分别对老洼沟和分叉沟设计对应的生态工程-岩土工程协同作用防治方案,为建立山区小流域泥石流灾害生态工程-岩土工程协同减灾模式提供参考。 相似文献
17.
空间碎片起源于人类的航天活动,目前空间碎片的空间密度已经对航天器的安全造成威胁,且其数量仍在高速增长,已成为一个引人瞩目的环境问题,航天器受空间碎片撞击的事件时有发生。大空间碎片的撞击会使航天器姿态和轨道发生改变,更严重的是会导致航天器破损甚至完全解体;小空间碎片的撞击会使航天器表面性能改变,部分器件损伤或失效,使航天器丧失功能。目前地基设备只能对厘米级及更大的碎片进行观测、跟踪和编目,航天器可以根据空间碎片的轨道参数进行规避和机动飞行,以避免撞毁;小空间碎片(<1cm)数量众多,但无法进行轨道测量,只能通过天基直接探测和样品回收获得数据,数值建模和超高速撞击模拟实验是进行小空间碎片风险评估和撞击效应研究的有效方法。对小空间碎片只能采取被动防护的方法,在航天器总体设计、防护结构和材料方面着手,降低空间碎片的威胁。改善空间环境,减少空间碎片的最根本方法是对航天器采取钝化措施,减少空间碎片的产生,理论上还可以采取措施,清扫、清除或回收空间碎片。 相似文献
18.
泥石流堆积运动特征分析 总被引：3，自引：0，他引：3
以云南省东川市深沟泥石流堆积区为研究对象, 根据深沟可能爆发泥石流灾害的区域范围、规模、性质和介质特征, 按爆发20年一遇(频率5%)和100年一遇(频率1%)的泥石流灾害预测规模, 运用数值模拟方法模拟了泥石流爆发历时过程的堆积运动特征及空间分布形态; 分析了不同规模泥石流堆积运动过程中, 泥石流堆积厚度及堆积运动速度在空间上和时间上的变化发展趋势. 相似文献
19.
A dry debris avalanche will produce different volumes of colluviums or depositions (loose materials), which can have a significant impact on mountainous rivers or gullies. The loose material supply process caused by a debris avalanche is an important issue for understanding secondary disasters that form via the coupling of water flow and loose materials. Two flumes were designed for laboratory tests of the loose materials supply process to rivers/gullies, and the related impact factors were analyzed. Experimental results show that the supply of loose materials is a continuous process that directly relates to the avalanche’s mass movement processes. The sliding masses with smaller particle sizes are more sensitive to the flume slope and exhibited a longer supply time. The time-consuming for the debris avalanche travel in the flume decreased with the increasing particle size (such as flume B, time-consuming is decreased 0.2 s when the particle size increased from <1.0 to 20–60 mm), landslide volume and flume slope (flume A, consuming 1.6–2.1 s when flume slope is 29° decreased to consuming 1.3–1.5 s when flume slope is 41°), which means the increasing mobility of loose materials. The total supply time increased with the increasing landslide volume or decreasing particle size and flume slope. An empirical model for the process is presented based on numerous laboratory tests and numerical simulations, which can successfully describe the supply process for loose materials to a river/gully. The supply process of loose materials to mountainous gully from a dry debris avalanche is controlled by the material compositions of sliding masses, topographical conditions, landslide volume and bed friction, where large-volume debris avalanches that occur in mountainous river regions are more likely to obstruct the river flow and form a landslide-dammed lake. 相似文献
20.
Spatially distributed and varying natural phenomena encountered in geoscience and engineering problem solving are typically
incompatible with Gaussian models, exhibiting nonlinear spatial patterns and complex, multiple-point connectivity of extreme
values. Stochastic simulation of such phenomena is historically founded on second-order spatial statistical approaches, which
are limited in their capacity to model complex spatial uncertainty. The newer multiple-point (MP) simulation framework addresses
past limits by establishing the concept of a training image, and, arguably, has its own drawbacks. An alternative to current
MP approaches is founded upon new high-order measures of spatial complexity, termed “high-order spatial cumulants.” These
are combinations of moments of statistical parameters that characterize non-Gaussian random fields and can describe complex
spatial information. Stochastic simulation of complex spatial processes is developed based on high-order spatial cumulants
in the high-dimensional space of Legendre polynomials. Starting with discrete Legendre polynomials, a set of discrete orthogonal
cumulants is introduced as a tool to characterize spatial shapes. Weighted orthonormal Legendre polynomials define the so-called
Legendre cumulants that are high-order conditional spatial cumulants inferred from training images and are combined with available
sparse data sets. Advantages of the high-order sequential simulation approach developed herein include the absence of any
distribution-related assumptions and pre- or post-processing steps. The method is shown to generate realizations of complex
spatial patterns, reproduce bimodal data distributions, data variograms, and high-order spatial cumulants of the data. In
addition, it is shown that the available hard data dominate the simulation process and have a definitive effect on the simulated
realizations, whereas the training images are only used to fill in high-order relations that cannot be inferred from data.
Compared to the MP framework, the proposed approach is data-driven and consistently reconstructs the lower-order spatial complexity
in the data used, in addition to high order. 相似文献