雷达CFAR检测的仿真研究

杂波背景中区分出有用目标回波的恒虚警(CFAR)检测技术,是直接影响雷达性能的关键技术之一。主要研究了CFAR检测的基本理论,重点研究了ML类CFAR算法中的邻近单元平均恒虚警(CA-CFAR)的检测算法,推导了其检测概率和虚警概率表达式,通过计算机仿真比较了在不同窗长情况下的检测门限。     

基于图像熵的卫星云图分类方法

介绍一种基于图像熵和自动分割技术的卫星云图阂值分类方法,重点解决普通阈值法中阈值不确定性的问题。采用自动分割方法进行云图的划分,结合图像纹理特征信息,通过统计分析来确定具体的阈值。将该方法应用于2007年7月上旬淮河流域的暴雨过程,并与美国GOES卫星分层阈值进行类比,分析了两种阈值与地面实况降水间的关系。结果表明,该方法能够在卫星估算降水过程中增强对不同类型降水的识别能力,是一种有效的卫星云图分类方法。     

S波段多普勒天气雷达非降水气象回波识别

在气象条件为晴空或有云但无降水的情况下,在雷达站附近经常可观测到大面积的非降水气象回波,这些回波对定量估测降水和雷达资料同化效果产生重要影响。为了有效识别这些非降水回波,该文发展了基于模糊逻辑识别和回波分块的非降水气象回波识别算法 (NPMDA)。该文首先利用地面和卫星资料为标准,提出了非降水回波的确定标准,并利用北京SA雷达,对非降水气象回波特性进行了统计分析,得到了隶属函数。在非降水回波识别时首先采用SCIT算法将回波组合成片,然后对整个PPI进行初步的判断。对不能初步判断为降水的PPI,采用模糊逻辑的方法计算成片回波的属性值,依据成片回波的属性值得到片内回波逐点识别时的阈值,从而实现了回波的动态阈值识别。结果表明:对大部分非降水气象回波识别效果较好,对较强降水回波误判较少,弱降水回波有时会出现一定的误判。与NCAR使用的ICADA方法相比,NPMDA方法能明显提高非降水回波的识别率,减少降水回波的误判率。     

全球定位系统的新进展（讲座六）——广域实时精密定位技术和三频电离层延迟改正

介绍了广域实时精密定位的基本原理和关键技术,并用实例证实了该系统能为双频用户提供精度优于10cm的平面坐标以及精度为1～2dm的高程,具有广阔的应用前景。论文还介绍了利用三频组合观测值来消除电离层延迟的方法,指出了这些方法的优缺点。     

福田站基坑监控量测信息管理系统的建立与应用

根据广深港客专福田站超深超宽基坑施工监控量测的需要,应用远程数据通讯技术、数据库技术和GIS技术设计并建立了工程监控量测信息管理管理系统,统计和分析功能提高了监控量测信息的反馈效率,解决了监控量测与施工配合的问题,工程实践表明系统提高了监控量测信息的反馈效率,达到了福田站基坑监控量测信息化管理的需求。     

Ternary forecast of heavy snowfall in the Honam area,Korea

The objective of this study is to improve the statistical modeling for the ternary forecast of heavy snowfall in the Honam area in Korea. The ternary forecast of heavy snowfall consists of one of three values, 0 for less than 50 mm, 1 for an advisory (50–150 mm), and 2 for a warning (more than 150 mm). For our study, the observed daily snow amounts and the numerical model outputs for 45 synoptic factors at 17 stations in the Honam area during 5 years (2001 to 2005) are used as observations and potential pre...     

Limits to scale invariance in alluvial rivers

Assumptions about fluvial processes and process–form relations are made in general models and in many site-specific applications. Many standard assumptions about reach-scale flow resistance, bed-material entrainment thresholds and transport rates, and downstream hydraulic geometry involve one or other of two types of scale invariance: a parameter (e.g. critical Shields number) has the same value in all rivers, or doubling one variable causes a fixed proportional change in another variable in all circumstances (e.g. power-law hydraulic geometry). However, rivers vary greatly in size, gradient, and bed material, and many geomorphologists regard particular types of river as distinctive. This review examines the tension between universal scaling assumptions and perceived distinctions between different types of river. It identifies limits to scale invariance and departures from simple scaling, and illustrates them using large data sets spanning a wide range of conditions. Scaling considerations and data analysis support the commonly made distinction between coarse-bed and fine-bed reaches, whose different transport regimes can be traced to the different settling-velocity scalings for coarse and fine grains. They also help identify two end-member sub-types: steep shallow coarse-bed ‘torrents’ with distinctive flow-resistance scaling and increased entrainment threshold, and very large, low-gradient ‘mega rivers’ with predominantly suspended load, subdued secondary circulation, and extensive backwater conditions. © 2020 The Authors. Earth Surface Processes and Landforms published by John Wiley & Sons Ltd     

Convergent development of experimental landforms with differing rainfall and substrate properties

Four runs of experimental landform development, with the same uplift rate, different rainfall intensity, and the same material of different permeability adjusted by the degree of compaction, showed complicated effects of rainfall and mound-forming material. In the run with more rainfall on less permeable material, low separated ridges developed in the uplifted area, because abundant overland flow promoted valley erosion and slope processes from early stages. In the run with less rainfall on less permeable material, valley incision proceeded mostly in major valleys where surface water converges. Canyons developed during early stages and later a high massive mountain emerged. The effect of rainfall difference, however, appeared completely opposite on more permeable material accompanied by lower shear strength. In the run with more rainfall on more permeable material, a massive mountain similar to that with less rainfall on less permeable material appeared, and low separated ridges appeared in the run with less rainfall on more permeable material as in the run with more rainfall on less permeable material. In the former case, similar amount of water available for Hortonian overland flow in early stages estimated from rainfall rate and permeability can explain the development of similar landforms. In the latter case, while abundant surface water with more rainfall on less permeable material made fluvial erosion active from early stages, the deficiency in surface water with less rainfall on more permeable material apparently attenuated fluvial erosion but possibly accentuated slope processes and slope failures by seepage water flow through more permeable material of low shear strength. The active erosion from early stages apparently resulted in the development of enduring similar low landforms later in the dynamic equilibrium stage. These experimental results indicate that similar landforms can emerge from different environmental and lithologic controls, and that process does not necessarily follow from form.     

Comparison of the return period for landslide-triggering rainfall events in Japan based on standardization of the rainfall period

The intensity of rainfall events with potential to cause landslides has varying temporal characteristics. In this study, the time at which the 72-h accumulated rainfall reached its maximum was used to standardize the period of rainfall measurement. The proposed standardization of the rainfall period was used in conjunction with the return level of rainfall intensity, obtained from intensity–duration–frequency curves, to investigate rainfall intensity anomalies associated with 10 hazardous rainfall events that triggered numerous landslides at the regional scale in Japan. These landslides included shallow landslides in volcanic and non-volcanic areas, as well as deep-seated landslides. The rainfall events that triggered the shallow landslides were divided into two types: downpours that repeatedly reached close to the 100-year return level within approximately 3–4 h, and accumulated rainfall that reached close to 200–400 mm over longer time intervals but within 72 h. Lithological differences seemed unrelated to the differences between the two types of shallow-landslide-triggering rainfall; however, precipitation >1000 mm was necessary to trigger deep-seated landslides. Although the characteristics of the hyetographs differed markedly among the landslide-triggering rainfall events, all the landslides could have been triggered when the mean rainfall intensity reached the 100-year rainfall level during the standardized period. Thus, the landslide trigger can be evaluated indirectly based on the increase in the return level of the mean rainfall intensity, which could provide a means for estimating the time of landslide occurrence.     

剪切-体积应变耦合的孔压增量模型试验

以南京细砂为对象,通过共振柱试验及应变控制的排水/不排水分级和单级加载循环三轴试验的系统性研究,建立了能够描述饱和砂土孔压增长规律的新模型。该模型遵循Martin和Byrne提出的基本理论框架,孔压的增长是由循环剪切作用下体积改变所引起的。提出的孔压模型属于应变控制的孔压增量模型。基于排水循环单级加载试验,通过引入体积门槛剪应变γ_(tv)的概念,以具有代表性的15周体应变(ξ_(vd))15为基准点,归准化体应变发展与循环剪应变之间的关系,建立了三参数的体应变增量模型及其参数标定方法。基于排水和不排水循环单级加载试验结果,揭示了体应变与孔压比之间的内在联系,进而导出回弹模量表达式。通过耦合新的体应变增量模型及回弹模量公式,建立了新的剪应变-体应变耦合的孔压增量模型。验证性试验表明,新的孔压增量模型的预测值与试验结果的吻合度较高。