汾河水库流域人工增雨可行性研究

本文通过对汾河流域40a气象、水文资料的分析,结合现阶段人工增雨技术的研究,以增加水库蓄水量为目的,设计科学可行的人工增雨方案,并对可能的投入和预期产生的效益进行分析研究,为通过人工增雨增加水库蓄水量提供科学依据。     

塔城市一次暴雪天气的分析

2003年2月22日塔城市出现一次暴雪天气过程。文章着重分析了此次天气过程的高空环流形势、地面形势、T—Td等，指出暖湿气流是造成暴雪的主要原因。     

Tropical Precipitation Estimated by GPCP and TRMM PR Observations

In this study, tropical monthly mean precipitation estimated by the latest Global Precipitation Climatology Project （GPCP） version 2 dataset and Tropical Rainfall Measurement Mission Precipitation Radar （TRMM PR） are compared in temporal and spatial scales in order to comprehend tropical rainfall climatologically. Reasons for the rainfall differences derived from both datasets are discussed. Results show that GPCP and TRMM PR datasets present similar distribution patterns over the Tropics but with some differences in amplitude and location. Generally, the average difference over the ocean of about 0.5 mm d^-1 is larger than that of about 0.1 mm d^-1 over land. Results also show that GPCP tends to underestimate the monthly precipitation over the land region with sparse rain gauges in contrast to regions with a higher density of rain gauge stations. A Probability Distribution Function （PDF） analysis indicates that the GPCP rain rate at its maximum PDF is generally consistent with the TRMM PR rain rate as the latter is less than 8 mm d^-1. When the TRMM PR rain rate is greater than 8 mm d^-1, the GPCP rain rate at its maximum PDF is less by at least 1 mm d^-1 compared to TRMM PR estimates. Results also show an absolute bias of less than 1 mm d^-1 between the two datasets when the rain rate is less than 10 mm d^-1. A large relative bias of the two datasets occurs at weak and heavy rain rates.     

基于宽带网的河南省太阳紫外线强度监测系统研究

使用自主研发的Gstar-Ⅱ型太阳紫外线监测仪,建立基于宽带网的河南省城市紫外线强度监测系统。太阳紫外线强度自动监测站将从紫外线传感器获得的气象要素信息传给本地专用计算机,进行数据处理和编码,然后通过互联网把数据信息送到数据业务中心站,数据业务中心站具有对接收数据进行初步处理和进库的功能;各级气象台站可以很方便地通过宽带Internet网WinSock协议进入数据处理中心,按照自己的要求调用全省紫外线强度历史和实时资料,为本地紫外线预报提供有力的科学依据和手段。     

The Terrestrial NPP Simulation in China since 6ka BP

1. IntroductionAccording to the reconstruction of paleo-temperature based on δ18 O data of ice core in theGreenland (see Jouzel et al., 1987; Grootes et al.,1993; Blunier and Brook, 2001), the current inter-glacial epoch, the Holocene, began at ca. 11.5 thou-sand years before present (ka BP). Multiple sources(pollen data, macrofossils) reveal that the summer cli-mate in the Northern Hemisphere was warmer in theearly to middle Holocene (MH) (ca. 8-6ka BP) relativeto the present climate. …     

内蒙古中西部地区震源参数和场地响应反演

采用Atkinson方法，基于遗传算法，利用呼和浩特数字地震台网7个子台记录的9次质量较高的地震事件资料，计算了内蒙古中西部地区的品质因子Q值和非弹性衰减系数c（f）。在所研究的频率范围内，前者和频率．厂有很好的线形关系：Q（f）=116．8f^1.000后者与频率．厂的变化关系不明显。在此基础上采用Moya方法反演了7个地震台的场地响应和地震的震源参数，并对它们之间的相互关系进行了讨论。结果显示在所研究的频率域内7个基岩台站的场地均不同程度的存在放大作用，其次震源参数间具有较好的线性关系。本文还详细介绍了Atkinson方法和Moya方法的原理和计算步骤。     

大地形变监测预报在中国西部防震减灾事业中的基础作用

本文以巩固和发挥大地形变地震监测预报基础地位和作用、积极推进中国西部防震减灾事业可持续性和协调性发展为主旨,回顾了西部地区20世纪70年代初至“九五”前期大地形变监测与地震预测研究工作基础,介绍了“九五”后期至今大地形变监测与地震预测研究的主要进展,并对该领域发展中所面临的一些问题进行了初步探讨。     

焰山、高山--内蒙古阿尔山火山群中的两座活火山

阿尔山火山群位于内蒙古自治区东部 ,地处大兴安岭中段西缘 ,地理坐标为 1 2 0°1 4′0 0″～ 1 2 1°1 0′0 0″E ,4 7°1 5′0 0″～ 4 7°4 5′0 0″N。火山构造单元上属大同 -大兴安岭新生代火山活动带 (黄镇国等 ,1 993)。火山活动具多期性 ,可分为上新世、更新世和全新世。火山产物覆盖在侏罗纪火山 -侵入岩之上 ,总体呈北东向展布 ,出露面积约 1 30 0 (km) 2 ,上新世为拉斑玄武岩 ,第四纪主要为碱性橄榄玄武岩。火山作用方式既有岩浆爆破式和溢流式 ,也有射气岩浆喷发。以往区域地质调查 ① ,② 和本次初步考察确定阿尔山火山群由 4…     

岩石水压致裂和诱发地震的实验研究

用7种岩石各制备了几类不同预裂纹的系列试件，并在不同围压下进行水压致裂强度实验。结合典型的水库诱发地震的实际资料和现今构造应力场的实验结果，以及应用岩石强度理论和岩石断裂力学的一些原理、方法，进行岩石孔隙水压诱发地震的探讨。初步结果为：(1)若岩体内构造应力很小，一定大小的孔隙水压力σp，可直接使岩体内的薄弱面致裂并发生小地震。(2)若构造应力较大，存在两类诱发地震的可能：①对岩体浅部一些走向与构造应力的主压应力σ1方向相近的薄弱面，σp可促使其发生张性破裂并诱发小地震。②当构造应力接近于断裂的抗剪强度时，因σp，降低了断裂面上的正应力σn，使原处于稳定状态的断裂失稳，发生滑移破裂并诱发出地震。σp导致断裂的破裂深度增大，使诱发地震的震级大于原潜在的地震震级。(3)各种岩体均存在着一个极限深度，此深度后不再有诱发地震。     

Estimating severity of liquefaction-induced damage near foundation

An empirical procedure for estimating the severity of liquefaction-induced ground damage at or near foundations of existing buildings is established. The procedure is based on an examination of 30 case histories from recent earthquakes. The data for these case histories consist of observations of the damage that resulted from liquefaction, and the subsurface soil conditions as revealed by cone penetration tests. These field observations are used to classify these cases into one of three damaging effect categories, ‘no damage’, ‘minor to moderate damage’, and ‘major damage’. The potential for liquefaction-induced ground failure at each site is calculated and expressed as the probability of ground failure. The relationship between the probability of ground failure and the damage class is established, which allows for the evaluation of the severity of liquefaction-induced ground damage at or near foundations. The procedure presented herein represents a significant attempt to address the issue of liquefaction effect. Caution must be exercised, however, when using the proposed model and procedure for estimating liquefaction damage severity, because they are developed based on limited number of case histories.