Modeling of iceberg drift in the marginal ice zone of the Barents Sea     

《Applied Ocean Research》2019

The paper is focused on the analysis of the drift of tabular iceberg observed in 2009 in the marginal ice zone of the North-West Barents Sea. Momentum balance equations are derived from the Kirchhoff equations describing plane motion of solid body in an ideal fluid. Field works performed on the drift iceberg and on the drift icenear the iceberg are described. Results of the field works and numerical simulations of the iceberg drift and rotation are performed and discussed. It is shown that acceleration of water flow around the iceberg has visible influence on the iceberg drift. Kinetic energy balance of drift iceberg is used to estimate the forces applied to the iceberg by the drift ice.  相似文献   

成矿预测:从二维到三维   总被引：1，自引：0，他引：1  

袁峰  张明明  李晓晖  葛粲  陆三明  李建设  周宇章  兰学毅 《岩石学报》2019,35(12):3863-3874

随着矿产资源勘探方法以及计算机科学技术的不断发展,成矿预测的理论和方法已从定性发展至定量,从二维拓展到三维。近十年来,随着深部矿产资源勘探工作的推进,三维成矿预测研究得到了迅猛发展,相关理论与方法也已逐步走向成熟。本文总结了国内外二维成矿预测研究的现状,同时对近十年来国内外学者在三维地质建模技术、三维成矿预测方法等方面的主要成果和进展做了系统总结和分析。目前,国内外多个地区已相继开展了三维成矿预测工作,并成功圈定多个深部找矿靶区,相关成果为深部找矿勘探工作提供了新的方法和方向。在此基础上,本文对未来三维成矿预测的发展趋势进行展望,相较于传统的二维成矿预测,三维成矿预测往往受限于三维预测信息的缺乏。如何更好的挖掘二维数据在深度方向的指示能力,将二维数据推演至三维环境,利用数值模拟、机器学习等方法开展数据挖掘、充分发挥已有数据的内蕴信息将在未来推动三维成矿预测理论的深入发展,提高三维成矿预测的理论方法及应用实践水平。  相似文献   

Taguchi design-based seismic reliability analysis of geostructures     

M. A. Hariri-Ardebili  P. Boodagh 《Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards》2019,13(1):34-52

This paper presents a methodology to evaluate the seismic reliability of geostructures in an optimal way. Taguchi design of experiments are adopted to find the most efficient and cost-effective combination of material properties in the uncertainty domain. Twelve uniform and mixed design models are tested. A polynomial-based response surface meta-model is built for each one and the accuracy of perdition is examined using 10,000 Monte Carlo simulations. A two-dimensional gravity dam is used as a vehicle for probabilistic transient analyses. The ground motion record-to-record variability is added as well using over one hundred earthquake records selected based on probabilistic seismic hazard analysis. Dynamic sensitivity of epistemic random variables are evaluated for the first time. Finally, an efficient and practical procedure is proposed in order to determine the reliability index of the geostructures. This approach, in fact, can be generalised for any type of engineering structures dealing with multi-hazard problems.  相似文献   

建筑结构地震易损性分析研究综述   总被引：4，自引：4，他引：0  

贾晗曦  林均岐  刘金龙 《震灾防御技术》2019,14(1):42-51

地震易损性是指在不同强度水平的地震作用下建筑结构发生各种破坏的条件概率。本文对地震易损性分析的发展历程进行回顾和总结，介绍了地震易损性的相关概念、研究目的和意义以及5个表达工具。随后，针对国内外学者对建筑结构的易损性分析方法开展了系统的梳理和分析，特别是从基于震害调查的经验分析法和基于数值模拟的理论计算法方面展开了重点综述，并简单介绍了一些不常用的方法。最后指出了国内外对建筑结构易损性分析研究的不足和未来的研究方向。  相似文献   

Numerical assessment of tsunami attack on a rubble mound breakwater using OpenFOAM®     

《Applied Ocean Research》2018

A numerical assessment study of tsunami attack on the rubble mound breakwater of Haydarpasa Port, located at the southern entrance of the Istanbul Bosphorus Strait in the Sea of Marmara, Turkey, is carried out in this study using a Volume-Averaged Reynolds-Averaged Navier-Stokes solver, IHFOAM, developed in OpenFOAM^® environment. The numerical model is calibrated with and validated against the data from solitary wave and tsunami overflow experiments representing tsunami attack. Furthermore, attack of a potential tsunami near Haydarpasa Port is simulated to investigate effects of a more realistic tsunami that cannot be generated in a wave flume with the present state of the art technology. Discussions on practical engineering applications of this type of numerical modeling studies are given focusing on pressure distributions around the crown-wall of the rubble mound breakwater, and the forces acting on the single stone located behind the crown-wall at the rear side of the breakwater. Numerical modeling of stability/failure mechanism of the overall cross-section is studied throughout the paper.The present study shows that hydrodynamics along the wave flume and over the breakwater can be simulated properly for both solitary wave and tsunami overflow experiments. Stability of the overall cross-section can only be simulated qualitatively for solitary wave cases; on the other hand, the effect of the time elapsed during tsunami overflow cannot be reflected in the simulations using the present numerical tool. However, the stability of the overall cross-section under tsunami overflow is assessed by evaluating forces acting on the rear side armor unit supporting the crown-wall of the rubble mound breakwater as a practical engineering application in the present paper. Furthermore, two non-dimensional parameters are derived to discuss the stability of this armor unit; and thus, the stability condition of the overall cross-section. Approximate threshold values for these non-dimensional parameters are presented comparing experimental and numerical results as a starting point for engineers in practice. Finally, investigations on the solitary wave and tsunami overflow experiments/simulations are extended to the potential tsunami simulation in the scope of both representation of a realistic tsunami in a wave flume and stability of the rubble mound breakwater.  相似文献   

Interaction between lateral sorting in river bends and vertical sorting in dunes     

Anne W. Baar  Steven A. H. Weisscher  Maarten G. Kleinhans 《Sedimentology》2020,67(1):606-626

Sediment is sorted in river bends under the influence of gravity that pulls the heavier grains downslope and secondary flow that drags the finer grains upslope. Furthermore, when dunes are present, sediment is also sorted vertically at the dune lee side. However, sorting functions are poorly defined, since the relation to transverse bed slope and the interaction between lateral and vertical sorting is not yet understood for lack of data under controlled conditions. The objective of this study is to describe lateral sorting as a function of transverse bed slope and to gain an understanding of the interaction between lateral and vertical sorting in river bends. To this end, experiments were conducted with a poorly sorted sediment mixture in a rotating annular flume in which secondary flow intensity can be controlled separately from the main flow velocity, and therefore transverse bed slope towards the inner bend and dune dimensions can be systematically varied. Sediment samples were taken along cross-sections at the surface of dune troughs and dune crests, and over the entire depth at the location of dune crests (bulk samples), which enabled comparison of the relative contribution of vertical sorting by dunes to lateral sorting by the transverse bed slope. The data show that lateral sorting is always the dominant sorting mechanism in bends, and bulk samples showed minor effects of vertical sorting by dunes as long as all grain-size fractions are mobile. An empirical bend sorting model was fitted that redistributes the available sediment fractions over the cross-section as a function of transverse bed slope. Comparison with field data showed that the model accurately reproduces spatially-averaged trends in sorting at the bend apex in single-thread channels. The bend sorting model therefore provides a better definition of bend sorting with conservation of mass by size fraction and adds to current understanding of bend sorting. The implication for numerical modelling is that bend sorting mechanisms can be modelled independently of dunes, allowing the application of the active layer concept.  相似文献   

Numerical study for vegetation effects on coastal wave propagation by using nonlinear Boussinesq model     

《Applied Ocean Research》2018

The vegetation has important impacts on coastal wave propagation. In the paper, the sensitivities of coastal wave attenuation due to vegetation to incident wave height, wave period and water depth, as well as vegetation configurations are numerically studied by using the fully nonlinear Boussinesq model. The model is based on the implementation of drag resistances due to vegetation in the fully nonlinear Boussinesq equation where the drag resistance is provided by the Morison’s formulation for rigid structure induced drag stresses. The model is firstly validated by comparing with the experimental results for wave propagation in vegetation zones. Subsequently, the model is used to simulate waves with different height, period propagating on vegetation zones with different water depth and vegetation configurations. The sensitivities of wave attenuation to incident wave height, wave period, water depth, as well as vegetation configurations are investigated based on the numerical results. The numerical results indicate that wave height attenuation due to vegetation is sensitive to incident wave height, wave period, water depth, as well as vegetation configurations, and attenuation ratio of wave height is increased monotonically with increases of incident wave height and decreases of water depth, while it is complex for wave period. Moreover, more vegetation segments can strengthen the interaction of vegetation and wave in a certain range.  相似文献   

考虑地形起伏和障碍体破裂的汶川地震强地面运动数值模拟   总被引：2，自引：1，他引：1       下载免费PDF全文

赵由佳  张国宏  单新建  尹昊  屈春燕 《地球物理学报》2018,61(5):1853-1862

2008年5月12日四川汶川地区发生M_W7.9地震，震中位置103.4°E，31.06°N.这次地震造成了以汶川、映秀为中心及其周边地域建筑物的严重破坏和人员的重大伤亡，且因为高山等地形复杂区域抢险救灾的艰巨性，为及时救援造成很大干扰.为更好理解地形因素对于强地面数值模拟结果的影响，建立了包含地形起伏影响及去除地形影响的两类模型.同时，依据震源破裂过程运动学反演结果，建立了包含障碍体破裂过程的震源滑动模型，实现断层分段、空间倾角以及滑移角的动态设定.基于动力学的地震动模拟方法，通过对地震波传播过程的数值计算和后处理分析，模拟由地震激发的区域强地面运动过程.结果显示：（1）强震动台站的断层距对地形效应具有放大或抑制作用，距离断层破裂带越近，地形效应越明显，反之，距离越远，则地形效应越微弱；（2）因为地形高差与障碍体的影响，地震造成的峰值可能出现在震中区域之外；（3）考虑地形影响模型的地表峰值速度（PGV）区域位于汶川与北川附近；而未考虑地形影响模型的PGV区域位于灌县—江油断层的后半段，处清平、安县附近；对汶川地震近实时强地面运动波场的模拟、峰值图谱的圈定及未来大地震强地面运动特征的预测都有重要指示意义.  相似文献   

地震槽波的数学-物理模拟初探   总被引：2，自引：0，他引：2       下载免费PDF全文

皮娇龙  滕吉文  刘有山 《地球物理学报》2018,61(6):2481-2493

针对地震槽波在低速层的传播特性，开展了煤层内地震槽波勘探的数值模拟和物理模拟研究的初探工作.在数值模拟研究方面，采用交错网格有限差分法对煤层中的地震槽波进行三分量全波场模拟.基于波场快照和人工合成地震记录研究了不同模型中的波场特征和各种波型的传播规律.在物理模拟方面，通过选用不同配比的环氧树脂和硅橡胶类材料构建地震槽波物理模型，利用透射法和反射法观测系统获得了清晰的地震槽波记录以研究槽波的地震学特征.研究表明，在煤层内槽波的地震波场中，Love型槽波的能量小于Rayleigh型槽波的SV分量，大于Rayleigh型槽波的SH分量.相对于Love型槽波和Rayleigh型槽波的SH分量，Rayleigh型槽波的SV分量在围岩中的泄露能量较强.在煤层界面附近的围岩中，地震波仍以槽波形式传播，随着距离的增加能量逐渐衰减.随着煤层变薄，煤层槽波主频向高频方向移动，频散现象增强，传播速度增大.  相似文献   

马尼拉地震带海啸对广东沿海影响的数值研究——潮汐与海啸的非线性作用的影响     

曹永港  刘长建  刘同木  冯砚青  刘愉强  廖世智 《中国地震》2018,34(2):258-269

基于COMCOT数值模型,建立了天文潮与海啸耦合数学模型,对日本"311"海啸进行了模拟验证。针对马尼拉地震带海啸,通过设计海啸震源的计算,分析广东省沿海海啸风险,从数值上得出了海啸引发的最大增水值以及海啸到达广东省沿岸的时间。  相似文献