基于遥感影像的祁连山区俄博岭热融滑塌发育特征

热融滑塌是山地多年冻土退化最直接的表现形式之一,通过解译祁连山俄博岭地区遥感影像,结合实地考察,对俄博岭热融滑塌的空间分布和时间变化进行了研究,明确了热融滑塌的发育特征。结果表明,俄博岭热融滑塌发育活跃,1997~2015年热融滑塌数量增加(11~13个),面积增大(7765~20605m^2),其中1997~2009年面积增加速率为679.9m^2/a,2009~2015年面积增加速率为780.2m^2/a。通过分析热融滑塌景观分布与地形因子的关系,发现俄博岭热融滑塌在海拔3570~3700m,坡度3°~10°的富冰多年冻土区北向斜坡发育;通过对典型热融滑塌溯源后退速率分析发现,1997~2009年其平均后退速率为2m/a,2009~2015年平均后退速率为5m/a,呈明显增大趋势,且其后退速率主要与坡度、地下冰含量和地表径流相关。     

利用功率谱检测气枪信号

使用北京台网记录的数据,利用功率谱方法对中海油渤海勘探部在渤海湾进行的气枪试验进行了分析。通过北京台网部分台站噪声功率谱与含有气枪信号信息的噪声功率谱进行的比较,发现频率0．2Hz左右含气枪信号信息的噪声功率谱明显高于不含气枪信号信息噪声功率谱。     

Valorization of olive stone as adsorbent of chromium(VI): comparison between laboratory- and pilot-scale fixed-bed columns

The main aim of this work is to study the effect of scaling in the biosorption of chromium(VI) onto olive stone in two different fixed-bed columns. Firstly, the effect of flow rate, bed depth and inlet concentration of Cr(VI) in both columns was analyzed. The results revealed a better operation for lower flow rates, higher bed heights and lower inlet concentrations of metal. When decreasing flow rate, the operation time of the column increases. Therefore, as the solution flow rate increased the breakthrough and the exhaustion times decreased. An increase in bed depth increases the quantity of chromium eliminated and thus, the higher sorption capacity of the system. A decrease in the inlet concentration of chromium produces a delay in exhaustion time, and larger volumes of solution could be treated. The results were fitted to the BDST model, obtaining that the adsorptive capacity of the bed depth is similar in laboratory- and pilot-scale fixed-bed columns, considering the biosorption capacity as a biosorption-coupled reduction process. Results also could indicate that scaling affects more to the reduction process than properly biosorption process. The experimental data were also fitted to Adams–Bohart, Thomas, Yoon–Nelson and dose–response models. A good fit of the biosorption process of Cr(VI) was found for dose–response and Adams–Bohart models.     

Effects of freeze-thaw cycle on engineering properties of loess used as road fills in seasonally frozen ground regions,North China

Compacted loess is widely used as fills of road embankments in loess regions of northern China. Generally, densely-compacted loess can satisfy the requirements of embankment strength and post-construction deformation. I lowever, uneven subsidence, pavement cracks and other related damages can affect the integrity of loess subgrade after several years of operation, and even cause some hazards, especially in North China, where the strong freeze-thaw erosion occurs. In this study, cyclic freeze-thaw tests for both densely and loosely compacted loess samples were performed to determine the variation in engineering properties such as volume, void ratio, collapsible settlement, microstructure, and the related mechanisms were addressed. The experimental results showed that an obvious water migration and redistribution occurred within the samples during freeze-thaw cycles. Ice lenses and fissures could be identified in the upper frozen layers of the samples. After freeze-thaw cycles, the dry densities of the nipper layers of samples changed significantly due to strong freeze-thaw erosion. The dry densities decreased for the dense sample and increased for the loose sample. It can be found that dense samples become loose, while loose samples became dense with the increasing number of freeze-thaw cycles. Their related void ratios changed reversely. Both void ratios tended to fall into a certain range, which verified the concept of a residual void ratio proposed by Viklander. The loosening process of densely compacted samples involves the formation of large pores, volume increase and density reduction as well as the related changes in mechanical properties because freeze-thaw cycles may be important contribution to problems of loess road embankments. Adverse effects of freeze-thaw cycles, therefore, should be taken into account in selecting loess parameters for the stability evaluation of road embankment in seasonally frozen ground regions.     

青岛震群体波衰减特性研究

随着观测能力的提高和观测手段的改善,反映地球介质特性Q值的研究不断深化和发展。利用山东数字测震台网记录的数字地震波资料,采用时间域P波脉冲宽度法对2003年和2004年青岛震群进行Q值计算,对初动半周期的两种不同获取方法进行了比较,总结了P波脉冲宽度法的适用条件及计算效果,得到青岛地区和胶东地区的Q值。     

雷暴电活动对冰雹增长影响的数值模拟研究

利用三维强风暴动力-电耦合模式,数值模拟了风暴演变过程 中电活动对冰雹增长及地面降雹的影响. 结果指出,带电冰雹与云内强电场作用使地面降雹 量增加约50[HTK]髎[HTSS],雹块直径增大0.7mm,降雹时间滞后约3min. 文中还讨论了强电 场通过对水成物降落速度的调制来影响冰雹微观增长过程,即主要是影响碰并过程和冰雹融 化过程. 电活动使冰雹源、汇总量都减少,但汇总量减少更多,总体效果使冰雹总量增加, 数目减少,冰雹长得更大,更易降落到地面.     

黄河三门峡水文站1470～1918年年径流量的推求

利用清代黄河报汛资料和《中国近五百年旱涝分布图》等有关资料,推求出黄河三门峡站1470～1918年的天然年径流系列,与陕县(三门峡)1919～1989年实测期的71年资料,组成1470～1989年共520年的天然年径流系列。     

坐底式平台沉浮稳性研究与计算

坐底式平台的沉浮稳性与它的作业性能密切相关。随着平台作业水深的不断加大,现有平台的沉浮稳性为操作者、设计者及船检部门所重视。文中分析了现有规范对沉浮稳性的衡准,介绍了计算沉浮稳性的程序框图及计算实例。对提高沉浮作业工况的安全性,给出了一些建议,供平台设计和操作者参考。     

伪虎鲸的一些生物学测量数据

2003年12月山东省石岛的渔民偶然误捕了一头海豚,经作者鉴定,系伪虎鲸。主要鉴别特征：全身呈暗黑色,体细长,背鳍狭长而呈镰刀形,胸鳍前缘有一特有的隆起,即所谓的“肘部”,牙齿大,呈圆锥形,上领齿数为17,下领齿数为20。同时,还对其进行了较详细的观察和测量。