江汉平原地球关键带监测网建设进展          下载免费PDF全文

李俊琦  马腾  邓娅敏  杜尧  王志强  姜月华 《中国地质调查》2014,6(5):115-123

地球关键带是地球科学领域的热点研究主题,我国地球关键带研究尚处于起步阶段,如何形成符合我国实情的地球关键带调查与研究范式,仍需进一步探索。江汉平原地处长江中游,是长江经济带的重要组成部分之一,其主要特点在于受不同级次水利工程的强烈影响。基于多年调查研究,在江汉平原建立了一套较为完善的地球关键带监测网络,涉及水、土、气、生物等各地球关键带要素。监测网络设置上,既考虑了不同级次水利工程的影响,也考虑了区域营养元素/重金属的富集特征; 监测技术上,部分指标实现了原位监测,大部分指标实现了野外现场测试,未来将进一步加强在线监测并实现数据远程传输。目前,江汉平原地球关键带监测网已成功纳入全球地球关键带研究网络,这是我国地球关键带调查与研究的初步探索,不仅可为长江流域的地球关键带调查研究提供示范,也可为长江大保护战略提供有力的理论与方法支撑。  相似文献   

Predictive uncertainty of peak outflow relations for landslides dam breach     

Chao Dang  Nana Chu  Yu Ding 《Environmental Earth Sciences》2014,72(11):4265-4271

Risk assessment development considering the failure of landslide dams often requires the estimation of peak outflow through the breach. The empirical equations based on data from case studies tend to be the first direct approach. This paper conducted an uncertainty analysis when these empirical relations were utilized to predict the peak outflow of a breached landslide dam. The results suggest that the relations derived from manmade dams or embankments typically overestimate the peak outflow about 1/5 to 3/4 of an order of magnitude; and the relations derived from the database of landslide dams have much smaller mean prediction errors and also exhibit broad uncertainty bands. Application of the uncertainly analysis was illustrated by the Tangjiashan landslide dammed lake, formed during 2008 Wenchuan earthquake. In addition, the predicted results from Eq. 1 deduced herein were considered to be the reliable estimate of peak outflow through the breach of landslide dam.  相似文献   

Mechanical Behavior of Light-Weight Soil Under Consolidated Drained Shear Condition     

Tian-Shun Hou  Wei Wang  Ya-Sheng Luo  Jin-Qian Dang  Xiu-Juan Yang 《Marine Georesources & Geotechnology》2013,31(3):264-276

To reveal the influence of material composition on mechanical properties of light-weight soil, stress-strain -volumetric strain characteristics and Poisson's ratio of mixed soil were researched by consolidated drained shear tests. The results show that light-weight soil is a kind of structural soil, so its mechanical properties are affected by mixed ratio and confining pressure, and mixed soil possesses structural yield stress. When confining pressure is less than the structural yield stress, strain softening occurs; when confining pressure is more than the structural yield stress, strain hardening is observed. There are two kinds of volume change behavior: shear contraction and shear dilatancy. Shear dilatancy usually leads to strain softening, but there isn't an assured causal relationship between them. Poisson's ratio of mixed soil is a variational state parameter with the change of stress state, it decreases with increased confining pressure, and it increases with increased stress level. When axial strain is near 5%, Poisson’ ratio is gradually close to a steady value. The main range of Poisson's ratio is 0.25～0.50 when confining pressure changes from 50 to 300 kPa. When unconfined compressive strength of mixed soil is less than 328 kPa, its stress-strain-volumetric strain characteristics can be predicted very well by Duncan-Chang model (E-B model). However, when the range of unconfined compressive strength is [328 kPa, 566 kPa], the model can't predict stress-strain characteristics accurately when confining pressure is under 200 kPa, and it also can't predict the strong shear dilatancy phenomenon of mixed soil under low confining pressure.  相似文献   

2000-2015年华北地区8月极端干旱的异常环流型及其波活动特征          下载免费PDF全文

徐玮平  孟祥新  伯忠凯  邢雅敏 《海洋气象学报》2021,41(1):92-99

利用1961-2015年华北地区54个国家级气象观测站夏季8月逐日降水资料和2000-2015年欧洲中期天气预报中心(ECMWF)再分析数据,研究了华北地区8月极端干旱的异常环流型及原因.结果 表明:华北地区极端干旱事件以年际变化为主,2000-2015年华北地区极端干旱年在中高纬500 hPa高度距平场上存在“-、+...  相似文献