江苏省最大日降水量时空分布特征及其统计拟合

本文根据江苏省内60个观测站1961~2000年的逐日降水资料,分析省域日最大降水的空间分布特征及年度变化,建立了省内日最大降水的概率分布模式,从而推算分析出现大降水的概率。研究结果表明皮尔逊Ⅲ型概率分布模式能够较好的拟合大暴雨的分布特征。     

电子信息系统雷灾风险评估方法

灾害是一种风险,防治灾害就是管理并降低或者消除风险。需要正确认识和评估风险,对于雷电灾害来说就是开展雷电灾害风险评估,进而实施合理的雷电防护。因此,雷击风险评估是防雷设计工作之前的最重要的环节,为了全面、具体实施全方位的雷电防护提供客观、准确、科学的依据,本文针对电子信息系统雷电灾害的特点,在详细分析各种灾害成因的基础上,通过理论计算,提出了对雷电灾害进行风险评估的方法。     

气象因素对标枪成绩的影响分析

气象条件对体育比赛有着重要的作用,温度、湿度、降水、风等各种气象因素对体育比赛项目都会产生一定的影响。使用自20世纪80年代以来国内外有关气象条件对标枪项目的影响、标枪训练与投掷的技术标准、标枪项目的生物力学等方面的文献资料和有关标枪风洞实验的有关数据,重点分析了风力和风向对标枪投掷的影响。结果表明:在风速较小(顺风和侧风时风速小于6 m/s,在逆风时风速小于3 m/s)的情况下,一定的风速使标枪的飞行距离稍有增加,当风速超过6 m/s以后,飞行距离随风速的加大而减少。另外,气温和湿度对标枪运动的影响主要是在对运动员的身体状态方面,表现为对运动员的心理和生理的影响,影响运动员水平的发挥,降水、大雾等则表现为能见度差,造成比赛中止甚至取消。     

利用互连网发布海量地震应急信息方案

通过比较几种Internet GIS不同开发方案,详细探讨了ArcIMS地图服务软件平台的特点和功能。在Internet上开发高效的海量地理信息数据发布系统时候,涉及到超大容量的影像/图像数据,提出了解决这个问题的方案,并以构建地震应急指挥系统中的信息发布子系统为例,介绍了使用ArcIMS进行海量信息发布的实现方案。     

Comparison between earthquake magni-tudes determined by China seismograph network and US seismograph network (II): Surface wave magnitude

Introduction Earthquake magnitude is the most common measure of an earthquake′s size,and is one of the basic parameters of an earthquake.There are three most familiar scales of earthquake magnitude:ML(local earthquake magnitude),MS(surface wave magnitude)and mB/mb(body wave magni-tude).Richter(1935)introduced ML when studying earthquakes in Southern California.In1945,Gutenberg(1945a)put forward surface wave magnitude scale to determine earthquake magnitude(MS)using surface waves(20s)of s…     

气象因子对金花梨生长发育的影响

通过试验研究,探讨主要气象因子在唐河县的变化规律和对金花梨生长发育的影响,研究金花梨在遭受灾害性天气影响时,采取相应的技术措施,确保金花梨的高产、稳产。     

水基钻井液在陕北石油钻井中的应用

针对陕北地层特征的差异性,在分析、研究陕北靖边、甘泉、安塞、延长油区等地区100多口直井和定向丛式井的基础上,总结出一套适应该地层特征的低固相(固相含量≤8%)及无固相水基钻井液配方:在施工直井时,配制低固相水基钻井液;在施工定向丛式井时,配制无固相水基钻井液。在陕北石油钻井施工中,根据地层差异性配制的水基钻井液,解决了因地层原因引起的缩径、粘钻、坍塌和掉块等常见的钻进难题,避免了起下钻拉活塞现象和粘钻、卡钻、埋钻事故,提高了平均机械钻速和钻月效率。     

高密度电阻率法在风化岩地基勘察中的应用

由于风化岩场地具有风化不均匀之特点,《岩土工程勘察规范》(GB 50021—2001)对这类场地的岩土工程勘察的布孔间距具有严格规定,使得这类场地的勘察工作量往往很大。分析了高密度电阻率法在这类场地中使用的可行性和必要性,结合阿尔及利亚某炼油厂岩土工程勘察的实例,剖析了高密度电阻率法对大面积风化岩地基勘察方案设计的优化。     

Trophic Assessment in Chinese coastal systems-review of methods and application to the Changjiang (Yangtze) Estuary and Jiaozhou Bay

Coastal eutrophication has become one of the main threats to Chinese coastal areas during the last two decades. High nutrient loads from human activities have modified the natural background water quality in coastal water bodies, resulting in a range of undesirable effects. There is a need to assess the eutrophic level in coastal systems and to identify the extent of this impact to guide development of appropriate management efforts. Traditional Chinese assessment methods are discussed and compared with other currently-used methods, such as the Oslo-Paris Convention for the Protection of the North Sea (OSPAR) Comprehensive Procedure and Assessment of Estuarine Trophic Status (ASSETS). The ASSETS method and two Chinese methods were tested on two Chinese systems: the Changjiang (Yangtze) Estuary and Jiaozhou Bay. ASSETS is process based, and uses a pressure-state-response model based on three main indices: Influencing Factors, Overall Eutrophic Condition, and Future Outlook. The traditional methods are based on a nutrient index. ASSETS was successfully applied to both systems, classifying the Changjiang Estuary as Bad (high eutrophication) and Jiaozhou Bay as High (low eutrophication). The traditional methods led to ambiguous results, particularly for Jiaozhou Bay, due to the high spatial variability of data and a failure to assess the role of shellfish aquaculture in nutrient control. An overview of the Chinese coastal zone identifies 50 estuaries and bays that should form part of a national assessment. A comparison of methods and results suggests that ASSETS is a promising tool for evaluating the eutrophication status of these systems.     

Residual strength of slip zones of large landslides in the Three Gorges area, China

Slip zones of the large landslides in the Three Gorges area are commonly composed of fine-grained soils with substantial amount of coarse-grained particles, particularly gravel-sized particles. In this study, residual strength of the soils from slip zones of these landslides were examined in relation to their index properties based on a survey of 170 landslides. It was found that laboratory-determined residual friction angle using gravel-free fraction of the disturbed soils from the slip zones was closely related to clay content, liquid limit and plasticity index. On the other hand, in-situ residual friction angle of these soils (i.e. including gravel fraction) showed very weak correlations with clay content and Atterberg limits, but was largely dependent on gravel and fines (clays + silts) contents, increasing with gravels and decreasing with fines, and displayed strong linear correlation with the ratio of gravel to fines contents. These observations indicate that among the index properties, clay content and Atterberg limits can be used to estimate residual strength of the soils finer than 2 mm, but they are not appropriate evaluate the residual strength of the soils containing considerable amount of gravel-sized particles. For the latter, particle size distribution (particularly the ratio of gravel to fines contents) appears to be a useful index. Additionally, it was found that there was no identifiable correlation between relative abundance of individual major clay minerals and residual friction angles of both gravel-free fraction of disturbed and in-situ soils, suggesting that influence of clay minerals on residual strength of these soils can not be simply evaluated based on their abundance.