VARIATIONAL ITERATION SOLVING METHOD FOR SEA-AIR OSCILLATOR MODEL OF INTERDECADAL CLIMATE FLUCTUATIONS

1IN T R O D U C T IO NInteractionsbetween the ocean and atmosphere con-tributeto climatefluctuationosver a broad spectrum oftime scales.Studiesof those interactionhsave farfo-cused on El Ni o-SouthernOscillation(ENSO)phe-nomenon thathas a period of3to4yea…     

Coronal expansion and the transfer of solar angular momentum to the interplanetary space

We discuss the question of loss of angular momentum through coronal expansion. From a large volume of data on Type-1 cometary tails we have confirmed the presence of a tangential component in the coronal expansion, which has not only a stochastic component but also a constant component of 9.8 km/s. Through coronal expansion the Sun has lost 80% of its angular momentum since it evolved on to the main sequence and the angular velocity of the Sun is decreasing exponentially. This result should have a large effect on the dynamical evolution of the Sun.     

Geochemical discriminations of sandstones from the Mohe Foreland basin,northeastern China: Tectonic setting and provenance

The Mohe region near the border area of China with Russia is in Heilongjiang Province. Topographically the area consists of lower mountains or hills situated at the northern end of the Da Hinggan Mountains. Struc-turally the Mohe basin rests on the north margin of the Ergun Block, and the Mongol-Okhotsk Orogen is lo-cated to the north of the basin. Due to poor access conditions and good vegetation coverage, previous researches on the basin are much weak with few spe-cial geological inves…     

广西右江河谷2008年芒果低温寒害调查分析

通过对广西右江河谷四县(区)2008年低温期间气象要素资料、气候特点进行分析统计,结合芒果的生物学特性、物候发育期及农业气象灾害指标,探讨此次低温寒害天气对右江河谷芒果生产的影响,并提出相应的生产防御对策,以达到趋利避害.     

土钉墙钉长确定和整体稳定性

土钉作为一种新型的挡土技术,已广泛地应用于边坡加固和基坑围护,但目前存在着土钉设计理论落后于实践的局面。本文就土钉的长度计算问题,结合目前土钉设计情况,谈谈如何就整体稳定性安全系数来确定土钉长度,使之既安全又合理。     

K-L变换与NDBI指数法提取ASTER 影像城市用地信息的比较

运用K-L变换和NDBI(Normalized Difference Barren Index)指数法,对试验区--沧州市及其周边地区的ASTER遥感影像进行处理,然后分别对两种方法处理后的图像采用最小距离法监督分类,提取城市用地信息,并对分类后的图像进行对比,结果表明:NDBI指数法对城市用地信息提取的效果较好.     

基于固定主应力轴假设的砂堆基底应力凹陷的研究

对砂堆三棱柱的基底应力分布及应力凹陷现象进行了研究,基于固定主应力轴假设（FPA假设）将砂堆分为应力状态已知的I区和应力状态未知的II区,并假设了II区内的多种剪应力分布来求解II区内的应力状态,最后,将不同剪应力分布假设下砂堆中线上的静止土压力系数值与Kulhawy公式计算值对比,可得出如下结论：基底法向应力存在应力凹陷现象,自然休止角越大（砂堆越紧密）,应力凹陷程度、应力凹陷范围越大;不同剪应力分布假设下,II区应力分布形态不同,法向应力极小值所在处也不同。剪应力二次方分布假设和三次方假设下砂堆基底应力分布最为合理、最为符合真实情形。