夏季澜沧江跨境径流量变化与夏季风的关系

以澜沧江跨境径流量观测数据、NCEP/NCAR的U场、V场和NOAA的OLR场资料为基础,应用统计分析方法,研究了纵向岭谷作用下的夏季澜沧江跨境径流量变化与夏季风的关系。结果表明:澜沧江夏季跨境径流量变化在20世纪60年代中期至80年代末期为显著减少时段,而从90年代初期以来则表现出了一种显著增多的演变趋势;夏季澜沧江跨境径流量变化与较低层东西风分量变化的相关性不显著,与较高层东西风分量变化的相关性显著;夏季澜沧江跨境径流量变化与中低层和较高层南北风分量变化的相关性都是显著的,与OLR场变化的负相关性也是显著的;根据这些相关性特征建立的影响澜沧江夏季跨境径流量变化的夏季风环流指数能够较好地反映出澜沧江夏季跨境径流量变化的基本特征和规律。     

贵州气候变化的科学事实

介绍了中国气候变化及贵州气候变化的主要特征,提出了贵州气候变化的科学事实及贵州应对气候变化需要关注的5个问题.     

中国西南典型地质背景区土壤重金属分布及生态风险特征

中国西南有22.3％的耕地重金属含量超标,区内广泛分布的峨眉山玄武岩和碳酸盐岩被认为是土壤中重金属的主要母质来源.目前,中国西南地区,尤其是峨眉山玄武岩分布区土壤重金属生态风险的研究程度仍有待提升,不同地质背景区(成土母岩)土壤中重金属含量、空间分布与生态风险缺乏对比.本文选择四川省典型地质背景区采集土壤样品,采用原子...     

地质档案在经济建设中的作用

结合新疆维吾尔自治区地质档案资料二次开发利用带来的经济、社会效益,阐明了开展地质资料专项清理,推进地质档案开发利用,为区域经济建设服务的重要性。     

测井预测TOC方法在页岩储层评价中的运用

总有机碳含量(TOC)是页岩储层评价中的一个重要参数,同时也是烃源岩评价的重要指标.本论文在测井原理的指导下,基于不同岩石类型对测井参数的响应特征,运用自然伽马能谱测井法、多元回归法和△ LogR 法对四川盆地南部龙马溪组页岩的TOC含量进行预测,通过数理统计和误差分析,选出最佳预测方法.研究结果表明:四川盆地南部页岩...     

雷达产品算法及其在预报中的应用

本文主要介绍雷达产品的基本算法,包括风暴单体识别与跟踪算法、冰雹指数算法、风廓线算法以及降水算法,同时指出了根据这些算法得到的产品在天气预报中的应用。     

中国地震台网各类前兆手段地震监测能力的评价

利用1988～2005年18年间全国会商会所提出的各类定点前兆异常,研究其与下一年(1989～2006年)大陆地震的对应关系,从414次地震资料的统计中得出,除地下水位和地磁外,其它5种前兆观测手段在有震区的异常比均低于无震区或全大陆的异常比,但各手段综合异常比在有震区要高于无震区。遵照"地震监测能力好的前兆手段,在其监测范围内,有震时应有较高的异常比,无震时应有较低的异常比"的原则,我们认为地磁和地下水位是比较好的前兆观测方法。     

2006年温州珊溪水库地震序列特征

通过分析2006年2月温州珊溪水库地震序列的时空强分布特征,得到该序列具有①频度高、衰减慢、持续时间长;②震中分布集中且呈北西向展布;③震源浅;④各台站P波初动符号基本保持不变;⑤较大地震发生前,空间上出现空段,时间上表现为“增强—平静—发震”;⑥h值先变小后变大,b值缓慢变大等特点。结合地震应急时的预报实践,重点研究了地震趋势判断中比较有效的指标或参量,希望能为以后珊溪水库地震趋势的预报提供借鉴。     

地震研究新方法——洋壳流理论简介

根据交换平衡力学原理[1],简要地介绍了洋壳流的概念及其运动特点。根据运行区域和方向的不同,把三大洋的海底扩张运动划分为不同的洋壳流,并绘出运行路线图。提出洋壳流运动方向、路线及力作用大小的判断方法,通过不同区域洋壳流相互力作用的对比,分析海底扩张运动对地震时空分布及变化规律的影响。     

Urban planning construction land standard and its revision based on climate and topography in China

Urban planning construction land standard is the technical specification for scientifically allocating various types of urban construction land, and it is the basis for drawing up and revising the overall urban planning scheme. Considering China's current urban planning construction land standard, many problems exist, such as the gap in the land use control threshold, the lack of regional differences in the climate revision, and failing to consider the topographic factors. To resolve these problems, this study proposed a step-by-step process framework and quantitative calculation method for the establishment and revision of standards in accordance with the principle of Total-Structure control. By setting the conditions, a universal basic standard for construction land was established. Quantitative analysis was then conducted on the relationship between the basic standard and the selected key indicators, such as urban population size, sunshine spacing coefficient, the width of river valleys or inter-montane basins, and terrain slope, among others. Finally, revised standards were formed for climate conditions, topography, and geomorphologic conditions, which were matched with the basic standards. The key results are three-fold:(1) The per capita construction land standard of 95 m~2/person can be used as the total indicator of China's urban planning basic standard, and the corresponding per capita single construction land comprises 32.50% of residential land, 7.42% of public management and public service land, 22.50% of industrial land, 17.50% of transportation facilities, 12.50% of green space, and 7.58% of other land-use types. The results of the revision of the urban population size indicate that the difference in population size has little effect on the total amount of per capita construction land.(2) The climate revision results of per capita residential land and per capita construction land in major cities reveal that the revised climate value varies greatly between north and south China. The revised climate values of the per capita area of construction land vary by latitude as follows: the value at 20°N is 93 m~2/person, the value at 30°N is 97 m~2/person, the value at 40°N is 103 m~2/person, and the value at 50°N is 115 m~2/person. The basic standard land value of 95 m~2/person is generally distributed across the Xiamen-Guilin-Kunming line.(3) The cities located in mountainous areas, hilly valleys, or inter-montane basins can reduce the allocation of community parks and comprehensive parks when the average width of an existing river valley or inter-montane basin is less than 2 km. When the average width of the valley or inter-montane basin is between 2 km to 4 km, the allocation of the comprehensive parks can be reduced. The revised results of per capita sloping construction land reveal that the terrain slope greatly affects the revised value of per capita construction land. Specifically, the revised value at 3° is 3.68% higher than the basic standard value, and the increase rates at 8°, 15°, and 25° are 11.25%, 26.49%, and 68.47%, respectively.