利用海-气-浪耦合模式（COAWST）对北印度洋一次强热带风暴“Fani”(2019)过程的数值模拟     

陈志强  甘秋莹  徐建军 《热带气象学报》2022,38(3):366-376

利用最新研发的区域海-气-浪耦合数值模式(Coupled Ocean-Atmosphere-Wave-Sediment Transport,COAWST),对印度洋一次超强热带气旋“Fani”(2019)过程进行了数值模拟试验。“Fani”4月26日从热带印度洋面上的低压扰动中生成,在移动北上的过程中逐渐增强为强热带风暴,并于5月3日在印度登陆,造成了严重的破坏。利用COAWST耦合数值模式,在印度洋区域设计了数值模拟试验,分析了“Fani”发展增强到登陆时间段(4月30日12时—5月3日12时)大气物理量场、海洋表面温度及通量场,以及海浪参数的相应变化。通过与International Best Track Archive for Climate Stewardship (IBTrACS)的实测风暴路径、强度数据,以及欧洲中心ERA5再分析资料对比结果表明：模式模拟“Fani”的移动路径与观测较为接近,但是在强度模拟上偏弱;大气地表2 m温度场、潜热和感热通量与ERA5再分析资料存在一定偏差,但模拟的海表面温度场强度和特征与ERA5再分析资料都比较接近;在强烈的热带气旋与海洋相互作用...  相似文献   

A coupled two‐phase fluid flow and elastoplastic deformation model for unsaturated soils: theory,implementation, and application          下载免费PDF全文

Ran Hu  Yi‐Feng Chen  Hui‐Hai Liu  Chuang‐Bing Zhou 《国际地质力学数值与分析法杂志》2016,40(7):1023-1058

Although numerous numerical models have been proposed for simulating the coupled hydromechanical behaviors in unsaturated soils, few studies satisfactorily reproduced the soil–water–air three‐phase coupling processes. Particularly, the impacts of deformation dependence of water retention curve, bonding stress, and gas flow on the coupled processes were less examined within a coupled soil–water–air model. Based on our newly developed constitutive models (Hu et al., 2013, 2014, 2015) in which the soil–water–air couplings have been appropriately captured, this study develops a computer code named F²Mus3D to investigate the coupled processes with a focus on the above impacts. In the numerical implementation, the generalized‐α time integration scheme was adopted to solve the equations, and a return‐mapping implicit stress integration scheme was used to update the state variables. The numerical model was verified by two well‐designed laboratory tests and was applied for modeling the coupled elastoplastic deformation and two‐phase fluid flow processes in a homogenous soil slope induced by rainfall infiltration. The simulation results demonstrated that the numerical model well reproduces the initiation of a sheared zone at the toe of the slope and its propagation toward the crest as the rain infiltration proceeds, which manifests a typical mechanism for rainfall‐induced shallow landslides. The simulated plastic strain and deformation would be remarkably underestimated when the bonding stress and/or the deformation‐dependent nature of hydraulic properties are ignored in the coupled model. But on the contrary, the negligence of gas flow in the slope soil results in an overestimation of the rainfall‐induced deformation. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

Geotechnical applications of chemically enhanced drainage          下载免费PDF全文

P. Minder  A.M. Puzrin 《国际地质力学数值与分析法杂志》2017,41(15):1541-1568

The paper explores application of the engineered increase in soil permeability, achieved using reaction of guanidinium solutions with smectite soils, to geotechnical problems. The comparison between the finite element analysis of the enhanced permeability model for axisymmetric conditions and a simplified analytical solution demonstrates the importance of accounting for diffusive and dispersive fluxes. In order to illustrate possible practical application of the proposed soil improvement technique, two geotechnical examples have been numerically explored: improving performance of a ground water well and the stabilization of a slope by chemically enhanced drainage. For the well application, it has been demonstrated that for a relatively small degree of treatment, the power consumption can be reduced to a half, compared with the non‐treated soil. For the slope stability application, the water table downstream of the drain can be significantly lowered using moderate pump/collector pressures at the centre of the drain, causing a higher increase in the factor of safety for a larger area subjected to the chemically enhanced drainage. The particularly promising result is that in both applications the largest gain in the well/drain efficiency has been observed for smaller chemically enhanced areas, where a short duration of treatment and small amounts of chemicals decrease the power consumption and increase the safety factor at the highest rate. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   

冬季亚澳季风环流的低频耦合过程     

何金海  王坚红  苗春生 《热带气象学报》1993,9(3):193-201

利用1982—1983年和1984—1985年两个冬季的欧洲中期预报中心格点资料研究了冬季东亚西风急流与澳大利亚夏季风在低频尺度上的相互作用与可能的传播方式。结果表明,我国北部上空的西风急流(及相应的锋区)与澳大利亚的夏季风的低频变化有很好的一致性。它们的联系和相互作用表现为:东亚西风急流通过改变西北太平洋地区的越赤道气流影响澳大利亚夏季风的低频变化,而澳大利亚夏季风则通过增强或减弱的高空辐散向北气流影响东亚西风急流。将这种相互作用称为亚澳季风环流的“低频耦合过程”。  相似文献   

A NUMERICAL STUDY ON THE INFLUENCE OF WIND FIELDS AT UPPER LEVELS IN THE MEIYU PERIOD ON THE DEVELOPMENT OF LOW LEVEL JET AND MESOSCALE SYSTEMS          下载免费PDF全文

翟国庆  高坤  孙淑清 《Acta Meteorologica Sinica》1998,(1)

Using a mesoscale model,a numerical study on a heavy rainfall case occurring in theChangjiang-Huaihe River Basin is made in this paper.The influence of the intensity ofnortheasterly wind in front of the Qinghai-Xizang high at upper level on the low level wind fieldand development of mesoscale systems as well as heavy rainfall is investigated.The model wellreproduced the heavy rainfall process and the weather systems associated.And it indicates that thestrong northeasterly flow around the high at upper troposphere will bring about not only thestrengthening of low level southeasterly wind,but also the appearance of shear-line and mesoscalevortex at low level.The coupling of northerly wind at upper level and southerly wind at lowerlevel constructs a vertical indirect circulation which is most favourable for the development ofconvective motions.Its ascending branch in the shear-line area is very strong and shows apronounced mesoscale characteristic.  相似文献   

Deformation of the Japanese Islands and seismic coupling: an interpretation based on GSI permanent GPS observations   总被引：2，自引：0，他引：2  

Xavier Le Pichon  Stéphane Mazzotti  Pierre Henry  & Manabu Hashimoto 《Geophysical Journal International》1998,134(2):501-514

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Extension of Biot theory to the problem of saturated microporous elastic media with isolated cracks or/and vugs     

J. Lewandowska  J.‐L. Auriault 《国际地质力学数值与分析法杂志》2013,37(16):2611-2628

The purpose of this paper is to develop the macroscopic model of hydro‐mechanical coupling for the case of a porous medium containing isolated cracks or/and vugs. In the development, we apply the asymptotic expansion homogenization method. It is shown that the general structure of Biot's model is the same as in the case of homogeneous medium, but the poro‐elastic parameters are modified. Two numerical examples are presented. They concern the computations of Biot's parameters in isotropic and anisotropic cases. It can also be seen how the presence of near‐zero‐volume cracks influences Biot's parameters of the porous matrix. It can significantly affect the coupled hydro‐mechanical behaviour of damaged porous medium. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Numerical analysis of the hydrofracturing behaviour of heterogeneous glutenite considering hydro‐mechanical coupling effects based on bonded particle models          下载免费PDF全文

Yang Ju  Yongliang Wang  Hongyu Dong  Yongming Yang 《国际地质力学数值与分析法杂志》2018,42(13):1493-1515

The heterogeneity of tight reservoirs significantly influences hydrofracturing behaviours, such as crack morphology, type, initiation, propagation, and distribution. The accurate characterisation of the influencing mechanisms has become a pivotal issue in enhancing the fracturing stimulation of tight reservoirs, as well as in the prediction of tight oil and gas production. In this study, the hydrofracturing behaviours of heterogeneous glutenites and their influencing mechanisms were numerically investigated based on bonded particle models (BPMs). The geometry and mechanical properties of the natural glutenites were obtained using microfocus computed tomography (CT) and triaxial tests and were used to construct heterogeneous BPMs. The hydrofracturing behaviours of the heterogeneous BPMs under various in‐situ stresses were analysed with hydro‐mechanical coupling effects considered and compared with those of homogeneous BPMs under the same conditions. The numerical results show that gravels in heterogeneous glutenites inhibit crack propagation. The shear cracks that appear in the initial stage of crack development subsequently propagate and distribute around the injection hole, and there are fewer hydraulic shear cracks than tensile cracks. The crack morphologies of BPMs are found to be consistent with the experimental forms. The numerical simulation provides a way to understand the mechanisms that govern the hydrofracturing crack types and propagation of heterogeneous reservoirs.  相似文献   

Chloride transfer in cement‐based materials. Part 2. Experimental study and numerical simulations     

K. Bourbatache  O. Millet  A. Aït‐Mokhtar  O. Amiri 《国际地质力学数值与分析法杂志》2013,37(11):1628-1641

This second part of the work deals firstly with carrying out materials characterization, mainly mercury intrusion porosimetry and chloride electrodiffusion tests on two cement pastes. Experimental data allowed fixing the perturbation parameter ? and other dimensionless numbers highlighted in part I of this work. Secondly, a series of parametric simulations were performed in order to compute the chloride diffusion coefficient through a gradual complexity of the elementary cell, approaching as close as possible the real microstructure of the cement pastes tested. Results highlighted that taking into account microstructure parameters (porosity, tortuosity and constrictivity) allows to approach the experimental diffusion coefficient. However, they also showed that electrochemical interactions between ions and the liquid‐solid interface, and the multi‐scale character of cementitious material microstructure, must be considered. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Extension of numerical manifold method for coupled fluid flow and fracturing problems     

Zhijun Wu  Louis Ngai Yuen Wong 《国际地质力学数值与分析法杂志》2014,38(18):1990-2008

The present study extends the numerical manifold method to include the hydro‐mechanical model to investigate the effect of water flow in fractures on the stability of rock structures, particularly slopes. The proposed flow model is verified by a simple 2‐D flow problem in a homogeneous aquifer. Combining the water flow model with the earlier developed fracture evolution technique, the entire failure process of the rock slope due to a heavy rain is simulated. The results illustrate that the developed numerical manifold method can not only determine the trigger factor of the crack initiation but also model the failure processes related to crack initiation, propagation, block formation, detachment and sliding due to the water effect successfully. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献