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421.
利用MODIS数据判识祁连山区积雪方法研究   总被引:2,自引:0,他引:2  
王兴  张强  郭铌  蔡迪花 《干旱气象》2007,25(2):29-34
对祁连山区积雪、云和各种下垫面进行光谱分析,利用2003年7月至2005年3月的MODIS数据资料,在前人所做研究工作的基础上提出利用归一化差值积雪指数NDSI(Normalized Difference Snow Index)和中分辨率成像光谱仪(Moderate Resolution Imagigng Spectroradiometer)的band 18和band31的结合,采用逐步逼近法去除大部分云、盐湖、冰面、沙漠、戈壁等对积雪判识的干扰,从而判识出祁连山区积雪。由结果分析和检验显示,利用本文方法可以比较有效识别出祁连山区积雪。  相似文献   
422.
Recently, the National Typhoon Center (NTC) at the Korea Meteorological Administration launched a track-pattern-based model that predicts the horizontal distribution of tropical cyclone (TC) track density from June to October. This model is the first approach to target seasonal TC track clusters covering the entire western North Pacific (WNP) basin, and may represent a milestone for seasonal TC forecasting, using a simple statistical method that can be applied at weather operation centers. In this note, we describe the procedure of the track-pattern-based model with brief technical background to provide practical information on the use and operation of the model. The model comprises three major steps. First, long-term data of WNP TC tracks reveal seven climatological track clusters. Second, the TC counts for each cluster are predicted using a hybrid statistical-dynamical method, using the seasonal prediction of large-scale environments. Third, the final forecast map of track density is constructed by merging the spatial probabilities of the seven clusters and applying necessary bias corrections. Although the model is developed to issue the seasonal forecast in mid-May, it can be applied to alternative dates and target seasons following the procedure described in this note. Work continues on establishing an automatic system for this model at the NTC.  相似文献   
423.
地震作用下钢筋混凝土(RC)桥墩容易损坏。为完善RC桥墩的抗震设计及验算方法,对比最新中国和欧洲规范中关于RC桥墩的延性抗震设计及验算方法的不同之处。基于Midas/Civil软件所建立的常规连续梁桥有限元模型,对比分析采用中欧规范开展的RC桥墩延性抗震设计及验算结果。结果表明:中欧规范中关于RC桥墩的延性抗震设计理念、抗剪和变形验算方法及延性构造细节均有区别。基于中欧规范设计的RC桥墩配筋情况存在差异。与中国规范相比,欧洲规范关于RC桥墩的横向钢筋配筋率和纵筋最小配筋率要求较高,有利于保证结构的抗剪强度和延性;箍筋最大间距要求较低,不利于防止纵筋压曲。  相似文献   
424.
根据1500年以来的地震活动,用确定性方法对华北地区地震地面危害分布图进行了定量计算。震源和研究区域均用网格单元表示,网格点的间距取为0.2°。计算中主要的输入参量为该地区的地震目录、震源机制、地震活动水平、深部结构模型等。各个单元上模拟的理论地震图考虑到了来自不同地点的震源和传播路径的影响。计算获得了华北地区最大地面运动和设计地面加速度(DGA)的分布图。最大DGA值位于北京以东,达0.75g。该结果可对未来华北地区地震危害的分布特征研究和该地区的防震减灾工作提供依据  相似文献   
425.
地震荷载下饱和砂土孔压增长时程计算方法   总被引:2,自引:0,他引:2  
本文采用逐波累计方法,依据适于不同固结条件的孔压增量模型,计算每一应力循环的孔压变化,可给出非均等固结复杂情况下孔压实时增长过程。采用不同固结比两种砂进行若干典型地震荷载动三轴液化试验,试验结果与所提方法的计算结果有良好对应关系,表明本文方法可有效地描述地震荷载作用下非均等固结饱和砂土孔压增长过程。  相似文献   
426.
Agricultural biomass is proven ecofriendly and effective adsorbent for the remediation of contaminants from wastewater. Here, rice husk biochar (600 °C) prepared by a one-step pyrolysis method is used for the remediation of different contaminants in real samples. An onsite biofilter unit is fabricated with parallel trenches of different layers of coconut coir and biochar and is used as a biofiltration unit. The efficiency of the designed unit is assessed for the removal of different contaminants in pilot-scale experiments. Results show that removal efficiency varies from metal to metal and ranges from 5.52% to 90.76% using the biofilter unit. Fourier-transform infrared spectroscopy, scanning electron microscopy with energy dispersive X-ray analysis, carbon, hydrogen, nitrogen, and Brunauer–Emmett–Teller analysis before and after the adsorption represent the changes in the morphology and surface functionalization of the biochar. Results indicate that the designed biofilter unit could also be used as a promising agent for the remediation of pharmaceutical and other emerging contaminants from wastewater.  相似文献   
427.
Viscoelastic (VE) dampers are sensitive to temperature, excitation frequency, and strain level. As they dissipate the kinetic energy from earthquake or wind-induced structural vibrations, their temperature increases from the heat generated, consequently softening their VE materials and lowering their dynamic mechanical properties. Temperature increase can be significant for long-duration loading, but can be limited by heat conduction and convection which depend on damper configuration. The writers analytically explored such effect on the six different dampers by using their previously proposed three-dimensional finite-element analysis method. Results provided better understanding of how heat is generated within the VE material, conducted and stored in different damper parts, and dispersed to the surrounding air. These results also led to characterization of both local (e.g., temperatures, properties, and strain energy density) and global (e.g., hysteresis loops, and stiffness) behavior of VE dampers, and provided a framework for a new simplified one-dimensional (1D) modeling approach for time-history analysis. This new proposed 1D method greatly improves the computation time of the previously proposed long-duration method coupling fractional time-derivatives VE constitutive rule with 1D heat transfer analysis. Unlike the previous method, it idealizes uniform shear strain and VE material property distributions for computational efficiency, but still simulating non-uniform temperature distribution along the thickness direction of the VE material. Despite the approximations, it accurately predicts VE damper global responses.  相似文献   
428.
利用三维时域有限差分技术(FDTD)研究建立倾斜各向异性地层中多分量电磁测井响应的数值模拟算法.首先,利用Yee氏交错差分格式和线性内插公式对各向异性介质中时域Maxwell方程进行离散化,得到各向异性介质中各个交错节点上电磁场的时域递推公式,同时将面积加权平均与旋转矩阵技术相结合确定各个网格节点的等效电导率张量,此外,单轴各向异性吸收边界条件(UPML)被用于降低求解区域外边界反射.在此基础上,利用单频正弦磁偶源计算时域电磁场空间分布以及特殊的双方程算法(2E2U)从数值结果中快速提取电磁场幅度和相位,确定多分量电磁测井仪器的三维响应.最后,通过数值结果证明该算法的有效性,并系统考察不同层厚、地层倾角以及侵入带半径等变化对多分量电磁测井响应的影响.  相似文献   
429.
南通地震台数字水准仪观测效果的分析   总被引:1,自引:0,他引:1  
从南通地震台短水准背景出发,介绍了DiNi12数字水准仪代替原有光学水准仪在南通地震台应用的效果,论述了数字水准仪在台站形变观测中发挥的作用及注意事项。文章结合实例对数字水准仪与Ni002A仪器观测的资料进行了对比分析,验证了数字水准仪的优点和实用价值。  相似文献   
430.
A spectral-domain method, for the solution of the two-dimensional electromagnetic plane-wave scattering by a finite set of perfectly-conducting or dielectric cylinders buried in a dielectric half-space, has been developed. The scattered field is represented in terms of a superposition of cylindrical waves, and use is made of the plane-wave spectrum to take into account the reflection and transmission of such waves by the interface. The problem is solved for both the near- and the far-field regions, for TM and TE polarizations. In this work we briefly resume the theoretical basis of our approach. For configurations in which more obstacles are buried in the ground, and they are near to one another, we give details about the convergence rate of our method, and about the properties of our algorithms for the integration of cylindrical functions. With our technique it is possible to simulate two-dimensional buried obstacles of general shape, by means of a suitable set of circular-section cylinders: in this paper we show preliminary results of simulations carried out using arrays of same-radius circular cylinders, and of different-radius circular cylinders.  相似文献   
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