Assessing vegetation dynamics and their relationships with climatic variability in Heilongjiang province, northeast China

In this study, the vegetation dynamics in Heilongjiang province and their relationships with climate variability were assessed using normalized difference vegetation index (NDVI) and meteorological datasets from 1981 to 2003. The conclusions from our results are as follows: (1) After 1981, vegetation cover, as indicated by the NDVI, exhibited an insignificant increasing tendency. However, the inter-annual variations of the NDVI showed apparent spatial differentiations. (2) The inter-annual changes of the NDVI were different from season to season. The spring and autumn NDVI values increased, while the summer and winter NDVI decreased. (3) The annual NDVI was significantly correlated with precipitation. Thus, as compared to temperature, precipitation was the dominant climatic factor affecting the vegetation dynamics in Heilongjiang province. (4) The trend in the NDVI showed a marked homogeneity corresponding to regional and seasonal variations in climate. Additionally, land use changes also play an important role in influencing the NDVI trends over some regions. All of these findings will enrich our knowledge of the natural forces that impact the stability of boreal ecosystems and provide a scientific basis for the environmental management in Heilongjiang province in response to climate change and human activities.     

基于静态小波变换改进邻域系数法的遥感图像滤波

针对NeighShrink滤波算法存在的不足,提出了改进的阈值估计策略和系数收缩方案,并将改进算法与静态小波变换相结合进行图像滤波,取到了较好的滤波效果.实验验证了改进算法的有效性,以峰值信噪比PSNR作为客观评价指标,通过与经典方法的比较,对该算法的滤波性能做出了客观评价.     

陕西岚皋地区Oktavites spiralis(螺旋奥式笔石)发育过程的初步研究

Oktavites spiralis是志留纪兰多维列统特列奇阶的笔石带化石之一,具有重要的地层意义。为更精确地描述这一属种,对产自陕西岚皋地区的Cyrtograptus lapworthi笔石带的O.spiralis不同发育阶段的标本进行了详细研究,从而对其始部发育情况有了更深入的认识。同时,对O.spiralis发育过程的研究也可以成为对该属进行精确厘定的手段之一。     

Analysis of an anti-dip landslide triggered by the 2008 Wenchuan earthquake in China

The Guantan landslide, with a total displaced mass of about 468 × 10⁴ m³, was triggered by the 2008 Wenchuan earthquake and succeeding rainfall in Jushui Town, Sichuan Province, China. The landslide occurred on an anti-dip hard rock slope with a weak rock founding stratum of 200 m in thickness. To investigate the failure mechanism of the Guantan landslide, dynamic behaviors of hard and soft rock slopes were investigated by means of large scale shaking table tests. The laboratory models attempted to simulate the field geological conditions of the Guantan landslide. Sinusoidal waves and actual seismic waves measured from the Wenchuan Earthquake were applied on the slope models under 37 loading configurations. The experimental results indicated that deformation mainly developed at a shallow depth in the upper part of the hard rock slope and in the upper (near the crest) and lower (near the toe) parts of the soft rock slope. An equation for predicting the depth of sliding plane was proposed based on the location of the maximum horizontal acceleration. Finally, it was concluded that the failure process of the Guantan landslide occurred in three stages: (1) toppling failure caused by compression of the underlying soft rock strata, (2) formation of crushed hard rock and sliding surface in soft rock as the result of seismic shocks, particularly in the horizontal direction, and (3) aftershock rainfall accelerates the process of mass movement along the sliding plane.     

高放废物地质处置岩体工程质量评价系统开发与应用

从岩体工程质量评价理论和技术方法出发,结合我国高放废物地质处置工程特点,建立了高放废物地质处置岩体工程质量评价系统,初步实现了信息存储与调用、数据录入与校正,以及岩体工程质量评价等功能,并对北山预选区BS15号钻孔数据进行了初步分析与评价。研究结果表明,该系统具有良好的工程应用前景。     

内蒙古四子王旗头号岩体锆石U-Pb同位素年代、岩石成因及构造意义

头号岩体位于华北板块北缘,西拉木伦河缝合带以南,侵位于新太古代变质花岗岩中,被晚侏罗世钾长花岗岩所侵入。通过LA-ICP–MS锆石U-Pb测年获得了(236.2±9.6)Ma(MSWD=3.6)的206Pb/238U加权平均年龄,应代表其侵位年龄。岩石地球化学分析结果显示,ω(SiO2)为73.09%⁷6.96%,ω(Na2O+K2O)为8.14%76.96%,ω(Na2O+K2O)为8.14%⁸.95%,A/CNK为1.03%8.95%,A/CNK为1.03%¹.13,标准矿物计算中各样品均出现刚玉(C),σ值为1.951.13,标准矿物计算中各样品均出现刚玉(C),σ值为1.95².54,为过铝质岩石、高钾钙碱性岩石系列。稀土元素蛛网图中,轻重稀土元素分馏较强,Eu为明显的负异常,大离子亲石元素(LILE)富集,高场强元素亏损(HFSE),Zr/Hf比值偏离较大,为S型花岗岩,并且岩浆作用后期可能与高温含水流体发生了相互作用。头号岩体形成于造山晚期向造山期后转变的构造体制下。结合前人区域研究资料,认为华北板块与西伯利亚板块已沿西拉木伦河缝合带闭合。     

冬春500hPa高度场与中国夏季降雨场的场相关分析

利用场相关理论，分析了中国大陆6－8月降水场与前期1－5月各月北半球500hPa高度切之间的关系，得到一些有意义的结果，并提出一种研究场与杨之间相关关系的长期天气预报思路和方法。     

Internal soil moisture and piezometric responses to rainfall-induced shallow slope failures

Better knowledge regarding internal soil moisture and piezometric responses in the process of rainfall-induced shallow slope failures is the key to an effective prediction of the landslide and/or debris flow initiation. To this end, internal soil moisture and piezometric response of 0.7-m-deep, 1.5-m-wide, 1.7-m-high, and 3.94-m-long semi-infinite sandy slopes rested on a bi-linear impermeable bedrock were explored using a chute test facility with artificial rainfall applications. The internal response time defined by the inflection point of the soil moisture and piezometric response curves obtained along the soil–bedrock interface were closely related to some critical failure states, such as the slope toe failure and extensive slope failures. It was also found that the response times obtained at the point of abrupt bedrock slope decrease can be used as indicators for the initiation of rainfall-induced shallow slope failures. An investigation of spatial distributions of soil water content, ω (or degrees of saturation, S_r), in the slope at critical failure states shows that the 0.2 m – below – surface zone remains unsaturated with S_r 40–60%, regardless of their distances from the toe and the rainfall intensity. Non-uniform distributions of ω (or S_r) along the soil–bedrock interface at critical failure states were always associated with near-saturation states (S_r 80–100%) around the point of bedrock slope change or around the transient ‘toe’ upstream of the slumped mass induced by the retrogressive failure of the slope. These observations suggest the important role of the interflow along the soil–bedrock interface and the high soil water content (or high porewater pressure) around the point of bedrock slope deflection in the rainfall-induced failure of sandy slopes consisting of shallow impermeable bedrocks. The present study proposes an ‘internal response time’ criterion to substantiate the prediction of rainfall-induced shallow slope failures. It is believed that the ‘internal response time’ reflects the overall characteristics of a slope under rainfall infiltration and can be as useful as the conventional meteorology-based threshold times. The ‘internal response time’ theory can be generalized via numerical modeling of slope hydrology, slope geology and slope stability in the future.     

防震减灾行业下一代IPv6信息网络发展研究

下一代网络(next generation network,缩写为NGN)是以高性能、可扩展、可运营、可管理、更安全的下一代电信网络为基础,实现高质晕流媒体应用、无线和移动应用、多样化终端没备、按需的传输质量控制和更高安全保障的新型网络,IPv6是下一代网络的关键支撑技术.IPv6网是F一代IP网,不等同于下一代网络,IPv6网只有在满足下一代网络的必要特征后才可成为下一代网络.     

汶川Ms8．0地震的短临地电波动（潮汐力谐振和共振波-HRT波）前兆

简要介绍了强震短临前兆的HRT波模型,和用HRT波模型分析强震前地电观测资料预测未来强震的时间、地点、震级三要素方法。用HRT波模型分析了2008年汶川MS8.0地震前四川红格地电台的记录资料,提取出了汶川MS8.0地震前短临前兆信息。