“六淫”致病的科学性及定量标准探讨   总被引：6，自引：0，他引：6  

李连方  尚品洁  杨金莲 《气候与环境研究》1999,4(1):87-93

《黄帝内经》将气象学中的风、寒、暑、湿、燥、火（热）6种气象现象的太过、不及或非时之候而影响人体病变的发生,又将人体疾病症候状况分成上述6种类似气象现象的类型统称“六淫”。前者为外感疾病病因分类,后者为症候分类。于是,“六淫”就 有了双重含义。对“六淫”的科学含义及其定量标准进行了探讨。  相似文献   

层状侵入体韵律层理形成过程的定量模拟——以四川攀枝花层状岩体为例   总被引：10，自引：1，他引：9  

宋谢炎  王玉兰 《地质学报》1999,73(1):37-46

层状侵入体的韵律层理是一种特殊的岩石构造,长期以来其成因倍受关注,成因假说很多。本文在综合这些观点关于岩浆物理,化学性质的研究,尤其是在岩浆房地对流特征研究成果的基础上,提出了新的成因解释,认为固化带前锋处矿物的结晶,熔浆组分的扩散及固化带前锋本身的推进等３个因素的相互耦合是形成韵律层理的主要机制,这个过程是发生在一定过冷却条件下的,在这种定性认识基础上,笔者提出了旨在对韵律层理形成过程进行模拟计  相似文献   

土地利用规划方案综合评价的研究   总被引：5，自引：0，他引：5  

汤江龙 《华东地质学院学报》1999,22(3):288-293

在介绍评价系数法的基础上,进行了相应改进,提出了修正理想点法,并确定了土地利用规划方案综合评价因素指标及其权重,使综合评价结果合理。  相似文献   

CT技术在土体结构性分析中的应用初探   总被引：20，自引：7，他引：13  

李晓军  张登良 《岩土力学》1999,20(2):62-66

提出了一种利用 Ｃ Ｔ 技术定量评价黄土结构性的方法。利用该方法对不同压实度的黄土进行了初始扫描,并从 Ｃ Ｔ 数和 Ｃ Ｔ 图像两方面分析压实黄土的初始结构,得到一些有益的结果。  相似文献   

基于MODIS数据定量判识沙尘暴方法的对比研究     

陶然  于曼竹 《测绘软科学研究》2011,9(3):51-54

利用MODIS数据,结合具体实例,对比研究当前几种利用光谱特征定量判识沙尘暴的方法。从理论上剖析各方法的原理,分析其优劣,并提出一套新的算法的组合方式。研究结果表明,新的组合算法有不小的改进：①大大降低了单一算法在不同时间或地区图像中阈值取值不稳定的影响,减少了图像噪声造成的误判,增强了其通用性和稳定性;②明显减弱了太阳光、地表温度等条件的影响,准确排除沙漠对于判识的干扰;③简单实用,适合业务应用。  相似文献   

Verification of short-term runoff forecasts for a small Philippine basin (Marikina)     

David Kneis  Catherine Abon  Axel Bronstert  Maik Heistermann 《水文科学杂志》2017,62(2):205-216

Storm runoff from the Marikina River Basin frequently causes flood events in the Philippine capital region Metro Manila. This paper presents and evaluates a system to predict short-term runoff from the upper part of that basin (380 km²). It was designed as a possible component of an operational warning system yet to be installed. For the purpose of forecast verification, hindcasts of streamflow were generated for a period of 15 months with a time-continuous, conceptual hydrological model. The latter was fed with real-time observations of rainfall. Both ground observations and weather radar data were tested as rainfall forcings. The radar-based precipitation estimates clearly outperformed the raingauge-based estimates in the hydrological verification. Nevertheless, the quality of the deterministic short-term runoff forecasts was found to be limited. For the radar-based predictions, the reduction of variance for lead times of 1, 2 and 3 hours was 0.61, 0.62 and 0.54, respectively, with reference to a “no-forecast” scenario, i.e. persistence. The probability of detection for major increases in streamflow was typically less than 0.5. Given the significance of flood events in the Marikina Basin, more effort needs to be put into the reduction of forecast errors and the quantification of remaining uncertainties.  相似文献   

Statistical facies classification from multiple seismic attributes: comparison between Bayesian classification and expectation–maximization method and application in petrophysical inversion          下载免费PDF全文

Dario Grana  Xiaozheng Lang  Wenting Wu 《Geophysical Prospecting》2017,65(2):544-562

We present here a comparison between two statistical methods for facies classifications: Bayesian classification and expectation–maximization method. The classification can be performed using multiple seismic attributes and can be extended from well logs to three‐dimensional volumes. In this work, we propose, for both methods, a sensitivity study to investigate the impact of the choice of seismic attributes used to condition the classification. In the second part, we integrate the facies classification in a Bayesian inversion setting for the estimation of continuous rock properties, such as porosity and lithological fractions, from the same set of seismic attributes. The advantage of the expectation–maximization method is that this algorithm does not require a training dataset, which is instead required in a traditional Bayesian classifier and still provides similar results. We show the application, comparison, and analysis of these methods in a real case study in the North Sea, where eight sedimentological facies have been defined. The facies classification is computed at the well location and compared with the sedimentological profile and then extended to the 3D reservoir model using up to 14 seismic attributes.  相似文献   

Permanent earthquake‐induced actions in buried pipelines: Numerical modeling and experimental verification          下载免费PDF全文

《地震工程与结构动力学》2018,47(4):966-987

Buried pipelines are often constructed in seismic and other geohazard areas, where severe ground deformations may induce severe strains in the pipeline. Calculation of those strains is essential for assessing pipeline integrity, and therefore, the development of efficient models accounting for soil‐pipe interaction is required. The present paper is aiming at developing efficient tools for calculating ground‐induced deformation on buried pipelines, often triggered by earthquake action, in the form of fault rupture, liquefaction‐induced lateral spreading, soil subsidence, or landslide. Soil‐pipe interaction is investigated by using advanced numerical tools, which employ solid elements for the soil, shell elements for the pipe, and account for soil‐pipe interaction, supported by large‐scale experiments. Soil‐pipe interaction in axial and transverse directions is evaluated first, using results from special‐purpose experiments and finite element simulations. The comparison between experimental and numerical results offers valuable information on key material parameters, necessary for accurate simulation of soil‐pipe interaction. Furthermore, reference is made to relevant provisions of design recommendations. Using the finite element models, calibrated from these experiments, pipeline performance at seismic‐fault crossings is analyzed, emphasizing on soil‐pipe interaction effects in the axial direction. The second part refers to full‐scale experiments, performed on a unique testing device. These experiments are modeled with the finite element tools to verify their efficiency in simulating soil‐pipe response under landslide or strike‐slip fault movement. The large‐scale experimental results compare very well with the numerical predictions, verifying the capability of the finite element models for accurate prediction of pipeline response under permanent earthquake‐induced ground deformations.  相似文献   

HOLOCENE ACTIVE CHARACTERISTICS OF THE NORTHERN SEGMENT OF THE MINJIANG FAULT IN THE EASTERN MARGIN OF THE TIBETAN PLATEAU          下载免费PDF全文

LI Feng  LIU Hua-guo  JIA Qi-chao  XU Xi-wei  ZHANG Xiao-liang  GONG Fei 《地震地质》2018,40(1):97-106

As a part of the north-south seismic zone in China, a lot of M6.0-7.2 earthquakes have occurred in the margin faults of the Minshan block in history. This work attempted to characterize the geometry and activity of the north section of the Minjiang fault in this region based on high-resolution satellite images, geologic and geomorphic investigations, micro-geomorphic surveys, and trench excavation. The results show left-lateral-slip and Holocene activity of this structure. Along it, the offset landform has a continuous linearity on Ⅱ terraces near the Chuanpan village. The vertical height of the fault scarp measures 3.1 meters, which is almost the same as the accumulative horizontal displacement of the gully. The accumulative horizontal shortening due to faulting is 3.0 meters. Calculation using the model of displacement-dependent characteristic earthquakes shows both the vertical and horizontal co-seismic displacements and the horizontal shortening amount are about 1.0 meter. While strata dating suggests that the vertical and horizontal slip rates are all about 0.7-0.9mm/a, and the horizontal shortening rate is approximately 1.0-1.1mm/a. The excavated trench, perpendicular to the fault trace, reveals low-angle thrust dipping in 260åt 29°. From the relationship of the fault, colluvial wedge and stratigraphy ages, three palaeoseismic events are identified from youngest to oldest at 0-295a BP, 1 405-1 565a BP, and 2 750-2 875a BP, respectively, with recurrence intervals 1 110-1 565 years and elapsed time about 0-295 years。According to the relationship between magnitude and active parameters, it is considered that the northern segment of the Minjiang fault is capable of generating M7 or greater earthquakes. Now it is in the process of stress accumulation, having a certain seismic risk.  相似文献   

设计反应谱标定方法的研究现状与讨论          下载免费PDF全文

蒋晓涵  薄景山    王竞  韩昕  郭晓云  赵培培  谭启迪 《世界地震工程》2018,34(4):038-48

设计反应谱及其标定方法的研究是工程抗震研究领域的基本问题之一。在现有研究成果的基础上,归纳和总结了设计反应谱及其标定方法的研究历史和现状;评述了研究进程中的若干节点问题;介绍了设计反应谱的标定原理和当前几种有代表性的设计反应谱的标定方法;分析了设计反应谱标定参数的影响因素。在此基础上,对设计反应谱及其标定方法研究中的强震资料积累问题、谱形状问题、标定参数的确定问题以及标定方法等问题进行了讨论并提出了改进和进一步研究的建议。  相似文献