一种用于突发性场地污染模拟的解析模型     

陈家军  王浩  全向春  文军 《地球科学与环境学报》2012,(1):72-78,95

为了及时有效地应对各种突发性环境污染事故,有必要开发一种简单实用、适于各类型污染物的场地污染数学模型。通过污染事故发生后污染物在包气带、饱和带迁移转化的概化,建立了污染物运移的自由入渗模型以及降雨入渗模型并给出各自相应的解析解。无降雨时,考虑污染物在重力作用下随包气带向下渗透的作用,建立一维垂直入渗模型。有降雨时,考虑污染场地(包气带)中污染物迁移和转化的对流作用、扩散作用及挥发、生物降解、吸附、根系吸收等作用,建立包气带剖面二维溶质运移模型和饱和带平面二维溶质运移数学模型。建模过程中,假定降雨量的平均分布及土壤质地、水力参数以及有机物成分、种类均相同,同时假定污染物与多孔介质间的作用为线性吸附,植物根系对污染物的吸附遵循一级动力学。基于模型的解析解,实现案例的模拟计算。模拟结果表明:该模型具有适用范围广、模拟高效快捷等优点,能够较准确预测污染发生后污染物在土壤中的动向、到达饱和带的时间以及饱和带中污染物的迁移情况。  相似文献   

西安地铁隧道穿越饱和软黄土地段的地表沉降监测   总被引：1，自引：0，他引：1  

贺农农  李攀  邵生俊  李佳坤  焦阳阳 《地球科学与环境学报》2012,(1):96-103

以西安地铁一号线朝阳门站—康复路站区段饱和软黄土地铁隧道为研究对象,通过施工期现场地表沉降变形监测,分析了在饱和软黄土特殊地层条件下隧道浅埋暗挖法施工引起的该区段地表沉降变形规律以及地表沉降槽分布特征。结果表明:在饱和软黄土隧道开挖时,随着掌子面的推进,隧道顶地表沉降可分为沉降微小阶段、沉降显著发展阶段、沉降缓慢阶段和沉降稳定阶段;单线隧道开挖后的最大地表沉降量为18.89mm,双线隧道开挖后的最大地表沉降量为36.4mm;已开挖隧道对围岩土体的扰动作用使得后开挖隧道的地表沉降发展较大;双线隧道的地表沉降槽宽度接近单线隧道沉降槽宽度的2倍,因此可以将其近似为单线隧道地表沉降槽宽度与双线隧道轴线中点距离之和;单线隧道开挖后地表沉降槽宽度为8.4～9.3m,双线隧道开挖后地表沉降槽宽度为16.2～17.5m;隧道开挖施工的沉降槽宽度参数为0.435～0.467,单线隧道开挖后的地层损失率为0.765%～1.324%,双线隧道开挖后的地层损失率为1.231%～2.200%。  相似文献   

贺兰山中段震旦系盖帽白云岩的沉积特征、区域对比及意义     

蔡雄飞  何文键  杨捷  吴丽云  曾佐勋  顾延生 《火山地质与矿产》2014,(2):106-113

2011年,作者在贺兰山中段腰坝配件厂地区进行1∶5万区域地质调查时发现了震旦系盖帽白云岩,进而研究了其沉积特征、碳氧同位素组成和时代,并与该区紫花沟兔儿坑组白云岩、华南和华北地台南缘相应地层进行对比.结果表明,盖帽白云岩为含陆源细碎屑白云岩,与兔儿坑组白云岩相近;其δ13C值为-4.7‰～0.79‰,且自下而上呈下降趋势;其时代与华南震旦系下、中部相当,与华北地台南缘震旦系罗圈组的沉积特征和古地理环境相近;与全球Gaskiers冰期有相关性.这对华北地台的古构造、古地理、古气候及动物演化“源头”的研究有重要意义.  相似文献   

短时单频脉冲震源的海洋浅地层剖面资料频移处理     

刘玉萍  李丽青  薛花  邓桂林  张宝金 《CT理论与应用研究》2014,(2):227-235

采用短时单频脉冲震源的浅地层剖面,记录的波形数据空间假频较严重。因其信号具有频率高、频带窄的特征,通常利用Hiibert变换提取瞬时振幅属性（信号包络）供解释使用。但瞬时振幅均为正值,在进行构造解释时不方便使用。本文提出在对浅层剖面资料提取瞬时振幅的基础上,计算瞬时振幅的微分并配合滤波的方法,实现高频窄带浅地层剖面资料的一种频移处理。该方法把高频窄带的多周期信号变为低频带宽的单周期信号,有效扩展了倍频程并消除假频。应用在南海浅地层剖面资料处理中,资料处理后更利于构造解释。  相似文献   

Effects of fabric anisotropy on elastic shear modulus of granular soils   总被引：1，自引：1，他引：0  

Bo Li  Xiangwu Zeng 《地震工程与工程振动(英文版)》2014,13(2):269-278

The fabric anisotropy of a granular soil deposit can strongly infl uence its engineering properties and behavior. This paper presents the results of a novel experimental study designed to examine the effects of fabric anisotropy on smallstrain stiffness and its evolution with loading on the elastic shear modulus of granular materials under a K0 condition. Two primary categories of fabric anisotropy, i.e., deposition-induced and particle shape-induced, are investigated. Toyoura sand deposits with relative densities of 40% and 80% were prepared using deposition angles oriented at 0o and 90o. Piezoelectric transducers were used to obtain the elastic shear modulus in the vertical and horizontal directions(Gvh and Ghh). The measurements indicate distinct differences in the values of G with respect to the different deposition angles. Particle shapeinduced fabric anisotropy was examined using four selected sands. It was concluded that sphericity is a controlling factor dominating the small-strain stiffness of granular materials. The degree of fabric anisotropy proves to be a good indicatorin the characterization of stress-induced fabric evolution during loading and unloading stress cycles. The experimental data were used to calibrate an existing micromechanical model, which was able to represent the behavior of the granular material and the degree of fabric anisotropy reasonably well.  相似文献   

Experimental validation of a signal-based approach for structural earthquake damage detection using fractal dimension of time frequency feature     

Tao Dongwang  Mao Chenxi  Zhang Dongyu  Li Hui 《地震工程与工程振动(英文版)》2014,(4)

This article extends a signal-based approach formerly proposed by the authors, which utilizes the fractal dimension of time frequency feature(FDTFF) of displacements, for earthquake damage detection of moment resist frame(MRF), and validates the approach with shaking table tests. The time frequency feature(TFF) of the relative displacement at measured story is defined as the real part of the coefficients of the analytical wavelet transform. The fractal dimension(FD) is to quantify the TFF within the fundamental frequency band using box counting method. It is verified that the FDTFFs at all stories of the linear MRF are identical with the help of static condensation method and modal superposition principle, while the FDTFFs at the stories with localized nonlinearities due to damage will be different from those at the stories without nonlinearities using the reverse-path methodology. By comparing the FDTFFs of displacements at measured stories in a structure, the damage-induced nonlinearity of the structure under strong ground motion can be detected and localized. Finally shaking table experiments on a 1:8 scale sixteen-story three-bay steel MRF with added frictional dampers, which generate local nonlinearities, are conducted to validate the approach.  相似文献   

Dynamic analysis of slab track on multi-layered transversely isotropic saturated soils subjected to train loads   总被引：1，自引：0，他引：1  

Zhan Yongxiang  Yao Hailin  Lu Zheng  Yu Dongming 《地震工程与工程振动(英文版)》2014,(4)

The dynamic responses of a slab track on transversely isotropic saturated soils subjected to moving train loads are investigated by a semi-analytical approach. The track model is described as an upper Euler beam to simulate the rails and a lower Euler beam to model the slab. Rail pads between the rails and slab are represented by a continuous layer of springs and dashpots. A series of point loads are formulated to describe the moving train loads. The governing equations of track-ground systems are solved using the double Fourier transform, and the dynamic responses in the time domain are obtained by the inverse Fourier transform. The results show that a train load with high velocity will generate a larger response in transversely isotropic saturated soil than the lower velocity load, and special attention should be paid on the pore pressure in the vicinity of the ground surface. The anisotropic parameters of a surface soil layer will have greater influence on the displacement and excess pore water pressure than those of the subsoil layer. The traditional design method taking ground soil as homogeneous isotropic soil is unsafe for the case of RE 1 and RG 1, so a transversely isotropic foundation model is of great significance to the design for high train velocities.  相似文献   

Structural modal parameter identification and damage diagnosis based on Hilbert-Huang transform   总被引：1，自引：1，他引：0  

Han Jianping  Zheng Peijuan  Wang Hongtao 《地震工程与工程振动(英文版)》2014,13(1):101-111

Traditional modal parameter identifi cation methods have many disadvantages,especially when used for processing nonlinear and non-stationary signals.In addition,they are usually not able to accurately identify the damping ratio and damage.In this study,methods based on the Hilbert-Huang transform(HHT) are investigated for structural modal parameter identifi cation and damage diagnosis.First,mirror extension and prediction via a radial basis function(RBF) neural network are used to restrain the troublesome end-effect issue in empirical mode decomposition(EMD),which is a crucial part of HHT.Then,the approaches based on HHT combined with other techniques,such as the random decrement technique(RDT),natural excitation technique(NExT) and stochastic subspace identifi cation(SSI),are proposed to identify modal parameters of structures.Furthermore,a damage diagnosis method based on the HHT is also proposed.Time-varying instantaneous frequency and instantaneous energy are used to identify the damage evolution of the structure.The relative amplitude of the Hilbert marginal spectrum is used to identify the damage location of the structure.Finally,acceleration records at gauge points from shaking table testing of a 12-story reinforced concrete frame model are taken to validate the proposed approaches.The results show that the proposed approaches based on HHT for modal parameter identifi cation and damage diagnosis are reliable and practical.  相似文献   

黑龙江省萝北县杜家河金矿地质特征与找矿标志     

张朋  邢丽萍  聂喜涛  彭明生  崔培龙 《地质与资源》2014,23(5):424-428

杜家河金矿产于中元古界黑龙江群联营岩组中,并受背形构造控制.在详细的野外地质调查基础上,系统研究了矿床的地质特征、矿石结构构造、金矿物学特征等.研究表明,矿石具有结晶结构、自形粒状结构,致密块状构造、浸染状构造,围岩蚀变有绢云母化、硅化、黄铁矿化等,矿床成因类型属于与韧性剪切带有关的金矿,并指出矿床在地层、构造、蚀变等找矿标志,为该地区找矿提供理论基础.  相似文献   

近地表大气环境变化对地壳形变观测的影响研究     

孙伶俐  蒋玲霞  杨艳芳  王慧  邓建刚  周洋 《震灾防御技术》2014,9(S1):672-680

近地表大气环境变化主要包括近地表气象因素（大气压强、温度、降雨）变化及台风、日食活动等。利用小波分析方法对2003—2013年湖北省数字化地壳形变潮汐分钟值资料进行处理后发现,近地表大气环境因素对形变观测数据具有不同频段上的特征变化影响。大气压强和温度对形变观测的响应频段主要集中在较低频段（64—128分钟）;降雨的影响主要集中在0-全日波（0—32分钟）范围内且存在高频、非潮汐成份。而台风在较高频段上有明显响应,频段分布在1—4秒和2—4分钟之间。黄梅台应变观测对2009年日食事件在128—256分钟低频段上有响应。  相似文献