Simulating Stable Isotope Ratios in Plumes of Groundwater Pollutants with BIOSCREEN‐AT‐ISO          下载免费PDF全文

Patrick Höhener  Zhi M. Li  Maxime Julien  Pierrick Nun  Richard J. Robins  Gérald S. Remaud 《Ground water》2017,55(2):261-267

BIOSCREEN is a well‐known simple tool for evaluating the transport of dissolved contaminants in groundwater, ideal for rapid screening and teaching. This work extends the BIOSCREEN model for the calculation of stable isotope ratios in contaminants. A three‐dimensional exact solution of the reactive transport from a patch source, accounting for fractionation by first‐order decay and/or sorption, is used. The results match those from a previously published isotope model but are much simpler to obtain. Two different isotopes may be computed, and dual isotope plots can be viewed. The dual isotope assessment is a rapidly emerging new approach for identifying process mechanisms in aquifers. Furthermore, deviations of isotope ratios at specific reactive positions with respect to “bulk” ratios in the whole compound can be simulated. This model is named BIOSCREEN‐AT‐ISO and will be downloadable from the journal homepage.  相似文献   

The Co-seismic Response of Underground Fluid in Yunnan to the Nepal MS8.1 Earthquake     

Zhang Li  Su Youjin  Luo Ruijie  Gao Wenfei  Zhang Ping 《中国地震研究》2017,31(2):201-212

In this paper, statistics are taken on the co-seismic response of underground fluid in Yunnan to the Nepal M_S8.1 earthquake, and the co-seismic response characteristics of the water level and water temperature are analyzed and summarized with the digital data. The results show that the Nepal M_S8.1 earthquake had greater impact on the Yunnan region, and the macro and micro dynamics of fluids showed significant co-seismic response. The earthquake recording capacity of water level and temperature measurement is significantly higher than that of water radon and water quality to this large earthquake; the maximum amplitude and duration of co-seismic response of water level and water temperature vary greatly in different wells. The changing forms are dominated by fluctuation and step rise in water level, and a rising or falling restoration in water temperature. From the records of the main shock and the maximum strong aftershock,we can see that the greater magnitude of earthquake, the higher ratio of the occurrence of co-seismic response, and in the same well, the larger the response amplitude, as well as the longer the duration. The amplitude and duration of co-seismic response recorded by different instruments in a same well are different.Water temperature co-seismic response almost occurred in wells with water level response, indicating that the well water level and water temperature are closely related in co-seismic response, and the well water temperature seismic response was caused mainly by well water level seismic response.  相似文献   

Generation of continuous surface soil moisture dataset using combined optical and thermal infrared images          下载免费PDF全文

Pei Leng  Xiaoning Song  Si‐Bo Duan  Zhao‐Liang Li 《水文研究》2017,31(6):1398-1407

Surface soil moisture (SSM) is a critical variable for understanding water and energy flux between the atmosphere and the Earth's surface. An easy to apply algorithm for deriving SSM time series that primarily uses temporal parameters derived from simulated and in situ datasets has recently been reported. This algorithm must be assessed for different biophysical and atmospheric conditions by using actual geostationary satellite images. In this study, two currently available coarse‐scale SSM datasets (microwave and reanalysis product) and aggregated in situ SSM measurements were implemented to calibrate the time‐invariable coefficients of the SSM retrieval algorithm for conditions in which conventional observations are rare. These coefficients were subsequently used to obtain SSM time series directly from Meteosat Second Generation (MSG) images over the study area of a well‐organized soil moisture network named REMEDHUS in Spain. The results show a high degree of consistency between the estimated and actual SSM time series values when using the three SSM dataset‐calibrated time‐invariable coefficients to retrieve SSM, with coefficients of determination (R²) varying from 0.304 to 0.534 and root mean square errors ranging from 0.020 m³/m³ to 0.029 m³/m³. Further evaluation with different land use types results in acceptable debiased root mean square errors between 0.021 m³/m³ and 0.048 m³/m³ when comparing the estimated MSG pixel‐scale SSM with in situ measurements. These results indicate that the investigated method is practical for deriving time‐invariable coefficients when using publicly accessed coarse‐scale SSM datasets, which is beneficial for generating continuous SSM dataset at the MSG pixel scale.  相似文献   

龙门山地区历史强震数值模拟     

刘盼  马世虎  李平恩  韩晓飞 《地震地磁观测与研究》2017,38(6):1-9

考虑区域地质构造差异、主要活动断裂分布特征和地表附加重力影响,建立反映龙门山地区地表起伏和岩石圈分层的三维粘弹性有限元模型。以GPS为约束重建研究区现今构造应力场,依次模拟龙门山地区1900年以来发生的5次M_S 7.0以上地震,从库仑应力和等效应力角度,分析应力场演化对强震的影响以及强震间的相互作用关系。研究结果表明:从库仑应力角度,有3次地震对后续地震有促进作用,其中汶川地震对芦山地震有触发作用;从等效应力角度,有4次地震对后续地震的发生具有加速作用。  相似文献   

2014年8月云南鲁甸M_S 6.5地震典型地表破裂特征     

李晓  裴向军  刘洋 《震灾防御技术》2017,12(2):338-345

北京时间2014年8月3日16时30分，云南省鲁甸县发生了M_S 6.5地震，本次地震的发震构造为包谷垴-小河断裂。野外调查发现，王家坡不稳定斜坡上的地表破裂在整个破裂带中比较具有代表性，其地表破裂带整体走向N45°W-N50°W，并且由剪切破裂、张剪切破裂、压剪切破裂、张性破裂以及鼓包等典型地表破裂组成。其中左、右地表破裂边界与发震断层的出露位置一致，由断层错动造成；而部分地表破裂与断层的位置不重合，其成因分为2种，一种是发震断层导致的一些次级地表破裂，另一种是地震引发的滑坡后缘破裂。地表破裂类型和基本组合特征显示出王家坡潜在不稳定斜坡上的地表破裂带具有左旋走滑的性质。  相似文献   

Nonlinear FE model updating and reconstruction of the response of an instrumented seismic isolated bridge to the 2010 Maule Chile earthquake          下载免费PDF全文

Yong Li  Rodrigo Astroza  Joel P. Conte  Pedro Soto 《地震工程与结构动力学》2017,46(15):2699-2716

Nonlinear finite element (FE) modeling has been widely used to investigate the effects of seismic isolation on the response of bridges to earthquakes. However, most FE models of seismic isolated bridges (SIB) have used seismic isolator models calibrated from component test data, while the prediction accuracy of nonlinear FE models of SIB is rarely addressed by using data recorded from instrumented bridges. In this paper, the accuracy of a state‐of‐the‐art FE model is studied through nonlinear FE model updating (FEMU) of an existing instrumented SIB, the Marga‐Marga Bridge located in Viña del Mar, Chile. The seismic isolator models are updated in 2 phases: component‐wise and system‐wise FEMU. The isolator model parameters obtained from 23 isolator component tests show large scatter, and poor goodness of fit of the FE‐predicted bridge response to the 2010 Mw 8.8 Maule, Chile Earthquake is obtained when most of those parameter sets are used for the isolator elements of the bridge model. In contrast, good agreement is obtained between the FE‐predicted and measured bridge response when the isolator model parameters are calibrated using the bridge response data recorded during the mega‐earthquake. Nonlinear FEMU is conducted by solving single‐ and multiobjective optimization problems using high‐throughput cloud computing. The updated FE model is then used to reconstruct response quantities not recorded during the earthquake, gaining more insight into the effects of seismic isolation on the response of the bridge during the strong earthquake.  相似文献   

内蒙古中西部地区中小地震矩震级研究   总被引：1，自引：1，他引：0  

刘芳  张帆  李彬  娜热 《中国地震》2017,33(2):301-310

基于S震相"S窗"内的波形信号识别、品质因子Q(f)和22个台站场地响应,利用2009~2016年3月内蒙古中西部地区地震的波形资料,反演了182次中小地震的震源波谱参数,得到这些小震的零频幅值及其拐角频率,据此计算了这些地震的地震矩M_0、矩震级M_W和应力降Δσ。利用回归分析方法得到了近震震级与矩震级、矩震级与应力降的关系式。分析表明,近震震级与矩震级、矩震级与应力降呈线性关系。可见,将矩震级纳入地震的快报与正式目录中,可以丰富地震观测报告内容,更好地为地震应急和地震科研服务。  相似文献   

川滇地块南部主要断裂现今形变特征及危险性分析   总被引：1，自引：1，他引：0  

徐东卓  李胜虎  周海涛  王阅兵  王世进 《震灾防御技术》2017,12(3):539-546

本文利用川滇地块南部30余年的跨断层观测资料，计算了跨断层场地的三维活动量，分析了区域内断裂的现今形变特征以及川滇地块南部的运动方式，认为部分断裂现今表现出异常活动的现象，川滇地块南部整体表现出以水平顺时针旋转为主的运动学特征，并对该区域中短期地震危险性做出了初步推测。  相似文献   

青藏高原东南缘活动断裂的地震应变能释放系统研究     

刘杰  赵根模  吴忠海  李家存 《中国地震研究》2017,31(1):90-106

本文以青藏高原东南缘为研究区域，利用G-R震级能量经验公式和Benioff地震应变能释放曲线，对该区域内1500年以来的历史地震应变能释放进行了系统性的研究。文中给出了各断裂带和断块区的地震应变能释放周期表，及相应的地震危险性。分析发现研究区域地震应变能的释放具有东强西弱，南强北弱的特征，整体上各断层断块区的历史地震应变能释放符合准周期模式，某些断层和断块区上的地震周期具有某种程度上的同步现象。青藏高原东南缘现今处于大释放期中，地震的危险性不能忽视。局部结果显示，安宁河-则木河断裂带、小江断裂带的危险性很高，对于这些危险区要重点跟踪研究。今后仍需结合不同研究方法来提高地震危险性评估的可靠性。  相似文献   

Research on progressive failure process of Baishuihe landslide based on Monte Carlo model     

Fasheng?Miao  Yiping?WuEmail author  Yuanhua?Xie  Feng?Yu  Lijuan?Peng 《Stochastic Environmental Research and Risk Assessment (SERRA)》2017,31(7):1683-1696

To the progressive landslide, development of the internal deformation and failure situation can’t be accurately reflected by the overall stability of coefficients and failure probability. But this problem can be solved by utilizing the principle of progressive failure by slices. Taking the warning area of Baishuihe landslide as an example, 5 days accumulated rainfall in different reappearing period is computed by Gumbel model. The failure probability of each slice is calculated by progressive failure principle, which is based on Monte Carlo model. The following results can be revealed through calculation: Overall stability and failure probability can’t reflect real situation of Baishuihe landslide warning area. Through building the calculation of progressive failure model of each slice, the stability of each part in the Baishuihe landslide warning area is quite different. Unstable region mainly lies in vicinity of the middle and posterior warning area. The front of the warning area remains stable. Deformation characteristics of the warning area are consistent with the investigation report. The scope of unstable area increased gradually with rainfall and the decline of reservoir water. Under 5 day’s accumulated rainfall of 50 years, the poor stable and unstable region reached 75 %, there is a large possibility of local deformation slip. Under the joint action of rainfall and reservoir water level, the warning area of Baishuihe landslide shows a progressive failure mode from top to bottom.  相似文献