三马坊水温重复性前兆异常的构造特征

研究发现三马坊水温对应某些构造带上的地震,其前兆异常有相似性和重复性特征.对应北西向张渤构造带上的地震,其前兆异常形态为突降型,对应东西向阴山-燕山构造带上的地震,其前兆异常形态为上升型,表明水温前兆异常的相似性和重复性特征受活动性构造体系所控制.深入研究三马坊水温前兆异常特征与活动构造带间的关系,可能是突破该地区地震短临预报的有效途径.     

中国历史极端干旱研究进展

中国现有抗旱相关法规、规划、标准和制度等均是按常态干旱考虑的,几乎没有考虑大范围、长历时极端干旱的问题。一旦发生类似崇祯大旱和光绪大旱等极端干旱,将对中国经济社会产生深刻影响。从历史旱涝序列重建、极端干旱事件复原和重演3个方面论述了相关研究进展,发现重建方面缺乏重建方法对比研究、重建序列时空分辨率较低等,复原方面缺乏干旱灾害双重属性的考虑等,重演方面缺乏对抗旱减灾能力以及全球气候变化的考虑等。对未来研究重点和实践需求进行了展望,指出需在不同重建方法交叉检验、高时空分辨率旱涝序列重建、基于自然灾害双重属性的历史极端干旱事件复原、历史极端干旱事件定量化重演和干旱巨灾风险应对战略等方面取得突破性进展。     

武汉市轨道交通一号线一期工程基准复测分析

介绍武汉市轨道交通一号线一期工程基准复测的精度要求，阐述采用GPS，精密数字水准测量等技术进行轨道交通一号线一期工程基准复测的观测，数据处理及达到的精度，根据复测数据分析了基准点的变形原因和规律，得出了一些有益的结论和建议。     

Effect of flying altitude and pulse repetition frequency on laser scanner penetration rate for digital elevation model generation in a tropical forest

In tropical forests, the penetration ability of airborne laser scanning (ALS) may be limited because of highly dense vegetation cover. However, in the typical planning of ALS surveys, the ability of laser pulses to penetrate forests is not considered. Nine round-trip flight lines covering the area of a tropical forest on the northeast side of the Tsengwen Reservoir in Taiwan were designed in this study. Five flight lines flew at altitudes of 1.525, 1.830, 2.135, 2.440, and 2.745 km, and the other four had pulse repetition frequencies (PRFs) of 100, 150, 200, and 250 kHz. The laser penetration index (LPI) is a quantitative index measuring the penetration ability of the ALS and consists of the ratio of the number of laser pulses reaching the forest floor to the total number of laser pulses. The LPI was used to represent the laser penetration rate and investigate the influence of flying altitude and PRF on the LPI. The results showed that as the flying altitude decreased by 1 km, the average LPI increased by 10%, and as the PRF decreased by 50 kHz, the average LPI increased by 2%. The effect of the LPI on digital elevation models (DEMs) was confirmed by visual images obtained by DEMs at five altitudes. The DEM obtained at an altitude of 2.745 km was coarsely textured, whereas that obtained at an altitude of 1.525 km was finely textured. The in-situ height data obtained from the electronic Global Navigation Satellite System (eGNSS) were compared with the data of the ALS-generated DEMs. The results indicated that when the LPI ≥60%, the height difference between the in situ data and DEM data was not prominent. However, when the LPI <60%, the ALS-derived DEM could be higher or lower than the in-situ height; the largest difference between the two was 1.7 m. The LPI of a forest should be considered for ALS survey planning, especially when consistent DEM precision for large tropical forest areas is paramount.     

签到位置数据的密度峰值快速搜索与聚类方法

位置签到数据蕴含了城市居民活动变化。由于客户端位置候选问题,不同的签到行为以同一候选位置签到时会产生位置重复现象。针对现有密度聚类方法在签到数据聚类上存在的问题,以快速搜索和查找密度峰值聚类算法(CFSFDP)为基础,提出了签到位置数据的密度峰值快速搜索与聚类方法。首先,引入位置重复频率来表达签到位置重复,然后,对原始签到位置数据点统计位置重复频率并重新设计数据结构,以新的空间点要素为研究对象寻找密度峰值点;最后,构建了峰值点密度簇聚类算法,在点要素集聚类过程中考虑密度连通性来保证峰值密度簇的连续与完整。试验表明,所提出的聚类方法有效避免了重复度较高的离群位置对象选为峰值并聚类的情况,并具有良好的空间适应性。所提取的密度峰值点不仅可以用来表示热区的中心,还能够反映热区的集中趋势,进而可以帮助探索热区的动态变化情况。     

The Most Geomagnetically Disturbed 24 Hours

Geomagnetically disturbed periods, characterized by the maximum average 24-hour global disturbances are considered. Gumbel's first asymptotic distribution of extreme values is used to predict the occurrence of major magnetic storm periods. A geomagnetic storm similar to the one recorded on March 13 - 14, 1998, would be expected to occur within the next 13 solar cycles. The present analysis corroborates the substantial increase of the level of magnetic disturbances from solar cycle to solar cycle.     

港珠澳大桥首级控制网复测

介绍了港珠澳大桥首级控制网的复测方案,包括复测精度及网形设计、对控制网复测方法、技术要求及成果精度进行了介绍。最后,通过控制网复测成果和建网成果的比较,对首级控制网建网成果质量及控制点的稳定性进行了分析评价。     

高重频激光测距数据处理方法

该文探讨了高重频激光测距工作中的数据处理问题。该数据处理采用了屏幕显示以及数学分析方法,以剔除卫星激光测距数据中的观测异常值,提取有效的数据点,并最终生成标准点数据。通过对奥地利GRAZ激光测距站高重频数据资料的处理表明,该数据处理方法是有效的。     

阿尔泰大型剪切弧形推覆构造系及其应变恢复

海西中晚期阿尔泰造山带中发育了一系列剪切弧形推覆构造系,平面上呈弧形,剖面上呈叠瓦状背驮式由北东向南西斜—逆冲,其成因是斜向的壳内叠积及受早期类拗拉谷楔形构造和斜—逆冲下盘边界的联合影响,喜马拉雅期推覆系重新复活。应变恢复表明现长为50Km的剖面其原长最小为266.7Km,最小缩短量为216.7Km,海西早期类拗拉谷的最小宽度为170Km,应变恢复结果与斜—逆冲模式一致。     

厦漳跨海大桥施工控制网复测

介绍厦漳跨海大桥施工控制网复测的方法、技术要点及成果精度等情况,通过复测成果与建网成果的比较分析,对施工控制点的稳定性进行了评价,提出了施工期间控制点稳定性检测的建议。