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91.
The seismogenic structure of the Lushan earthquake has remained in suspensed until now. Several faults or tectonics, including basal slipping zone, unknown blind thrust fault and piedmont buried fault, etc, are all considered as the possible seismogenic structure. This paper tries to make some new insights into this unsolved problem. Firstly, based on the data collected from the dynamic seismic stations located on the southern segment of the Longmenshan fault deployed by the Institute of Earthquake Science from 2008 to 2009 and the result of the aftershock relocation and the location of the known faults on the surface, we analyze and interpret the deep structures. Secondly, based on the terrace deformation across the main earthquake zone obtained from the dirrerential GPS meaturement of topography along the Qingyijiang River, combining with the geological interpretation of the high resolution remote sensing image and the regional geological data, we analyze the surface tectonic deformation. Furthermore, we combined the data of the deep structure and the surface deformation above to construct tectonic deformation model and research the seismogenic structure of the Lushan earthquake. Preliminarily, we think that the deformation model of the Lushan earthquake is different from that of the northern thrust segment ruptured in the Wenchuan earthquake due to the dip angle of the fault plane. On the southern segment, the main deformation is the compression of the footwall due to the nearly vertical fault plane of the frontal fault, and the new active thrust faults formed in the footwall. While on the northern segment, the main deformation is the thrusting of the hanging wall due to the less steep fault plane of the central fault. An active anticline formed on the hanging wall of the new active thrust fault, and the terrace surface on this anticline have deformed evidently since the Quaterary, and the latest activity of this anticline caused the Lushan earthquake, so the newly formed active thrust fault is probably the seismogenic structure of the Lushan earthquake. Huge displacement or tectonic deformation has been accumulated on the fault segment curved towards southeast from the Daxi country to the Taiping town during a long time, and the release of the strain and the tectonic movement all concentrate on this fault segment. The Lushan earthquake is just one event during the whole process of tectonic evolution, and the newly formed active thrust faults in the footwall may still cause similar earthquake in the future.  相似文献   
92.
Numerical models have not yet systematically been used to predict properties of fluvial terrace records in order to guide fieldwork and sampling. This paper explores the potential of the longitudinal profile model FLUVER2 to predict testable field properties of the relatively well‐studied, Late Quaternary Allier system in France. For the Allier terraces an overlapping 14C and U‐series chronology as well as a record of 10Be erosion rates exist. The FLUVER2 modelling exercise is focused on the last 50 ka of the upper Allier reach because for this location and period the constraints of the available dating techniques are tightest. A systematic calibration based on terrace occurrence and thicknesses was done using three internal parameters related to (1) the sediment erodibility; (2) the sediment transport distance; and (3) the sediment supply derived from the surrounding landscape. As external model inputs, the best available, reconstructed, tectonic, climatic and base‐level data were used. Calibrated model outputs demonstrate a plausible match with the existing fluvial record. Validation of model output was done by comparing the modelled and measured timing of aggradation and incision phases for the three locations. The modelled range of landscape erosion rates showed a reasonably good match with existing erosion rate estimates derived from 10Be measurements of fluvial sands. The quasi‐validated model simulation was subsequently used to make new testable predictions about the timing and location of aggradation and erosion phases for three locations along the Allier river. The validated simulations predict that along the Allier, reach‐specific dynamics of incision and aggradation, related to the variations in sediment supply by major tributaries, cause relevant differences in the local fluvial terrace stratigraphy. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   
93.
在野外专题考察、大比例尺活断层地质填图、高精度地质剖面及阶地剖面实测的基础上,较系统地讨论了武威- 天祝- 庄浪河NNW 向断裂的活动时代、变形方式及分段特征。结果表明: 该断裂带是一条典型的全新世活动断裂,整个断裂可分为不同几何结构、不同构造类型、不同变形特征的南、中、北三个断层段。其中北段和中段为隐伏断层,发育有第四纪活动褶皱和1927 年古浪8 级地震破裂带;南段断裂呈弧形几何形态展布,显示了逆断层构造面的基本特征  相似文献   
94.
Abstract

A finite element model to simulate runoff and soil erosion from agricultural lands has been developed. The sequential solutions of the governing differential equations were found: Richards' equation with a sink term for infiltration and soil water dynamics under cropped conditions; St Venant equation with kinematic wave approximation for overland and channel flow; and sediment continuity equation, for soil erosion. The model developed earlier has been improved to simulate erosion/deposition in impoundments and predicted and observed soil loss values were in reasonably good agreement when the model was tested for a conservation bench terrace (CBT) system. The finite element model was extensively applied to study the hydrological behaviour of a CBT system vis-à-vis the conventional system of sloping borders. The model estimates runoff and soil loss reasonably well, under varying conditions of rainfall and at different crop growth stages. The probable reasons for discrepancies between observation and simulation are reported and discussed. Sensitivity analysis was carried out to study the effect of various hydrological, soil and topographical parameters, such as ratio of contributing to receiving areas, weir length, depth of impoundment, slope of contributing area, etc. on the flow behaviour in a CBT system.  相似文献   
95.
地形地貌参数指标是分析区域活动构造的有力工具。本文以渭河上游流域的活动构造研究为例,通过提取地貌的参数指标,如面积-高程积分(Hi)、流域盆地不对称度(AF)、山前曲折度(Smf)以及谷底宽度与谷肩高度的比值(Vf)、盆地形状指数(Bs)等,然后对地貌参数指标等级进行算术平均化(S/n),可得到区域的相对构造活动程度(Iat),分为:低、中等、高、较高四类等级。研究认为渭河上游流域的构造活动程度相对高(Iat=1.50),这种方法对探讨整个区域活动构造的差异性具有很好的效果和意义。  相似文献   
96.
渭河中游全新世黄土剖面光释光测年及记录的古洪水事件   总被引:1,自引:0,他引:1  
通过对渭河流域进行广泛的考察,在中游咸阳附近一处阶地发现保存完好的全新世黄土-古土壤剖面里夹有古洪水滞流沉积层,对其进行了年代学和沉积学研究。对于采集的全新世地层样品,进行粒度、磁化率测量分析,证明所夹沉积物是典型的古洪水滞流沉积物,该层记录了古洪水事件发生的气候水文信息。应用红外后蓝光的SAR光释光测年技术,获得该剖面9个OSL年龄值,确定渭河在距今3.2~2.8ka之间为一个洪水多发时期,并建立了渭河古洪水事件的年代序列。这一结果揭示了古洪水的频发与全新世中期向晚期过渡的转折时期,气候由温湿向干旱化发展,大气系统失稳,气候变化剧烈,降水量异常变化,变率增大,是导致渭河流域特大古洪水多发的主要原因。  相似文献   
97.
渭河盆地中土层场地对地震动的放大作用   总被引:11,自引:1,他引:10       下载免费PDF全文
土层场地对地震动的影响较大,建(构)筑物的选址及其抗震设防必须考虑土层场地的放大作用,以避免或减轻其震害.汶川地震中,布设在渭河盆地中的数字强震动台网共有27个台站(包括2个基岩台站和25个土层台站)获得良好的主震加速度时程.利用这些加速度时程,选择汤峪台做为参考场地,基于考虑几何衰减的传统谱比法分析研究了25个土层场...  相似文献   
98.
陕西渭河盆地固市凹陷渭热2井组 甲烷气成因及其意义   总被引:1,自引:0,他引:1  
李玉宏  王行运  韩伟  宫振奇 《地质通报》2013,32(11):1790-1797
渭河盆地固市凹陷渭热2井组甲烷气的成功点火,再一次引起人们对渭河盆地油气资源前景的关注。渭热2井组及邻区7口井天然气组分、甲烷C同位素等分析指标显示,该区甲烷气具有2种成因类型,浅部气层为新近系张家坡组生物成因气,中深部天然气来自前新生界煤型热解-裂解气;伴生CO2气为有机成因。地质分析认为,渭河盆地固市凹陷具有良好的新生界生物气资源前景,前新生界煤系地层也是渭河盆地重要的潜在烃源岩,表明渭河盆地具有开展进一步油气调查的资源基础。  相似文献   
99.
依据钻井、MT测深、地震剖面资料对沧东断裂山岭子东段地质构造进行了研究,认为该段沧东断裂断面形态呈“阶形”,自沧县隆起至北塘凹陷由高、中、低三个台阶组成断阶构造。中生代白垩纪末期,在南东-北西向压扭应力作用下形成褶皱及逆断层,新生代古近纪反转为正断层,断阶带内发育北东及北北西向共轭剪切断层,它们是沟通不同热储层的重要通道。  相似文献   
100.
李光涛  陈国星  苏刚  杨攀新 《地震》2008,28(3):125-132
滇西地区自第四纪以来经过了复杂的构造抬升, 其上新世准平原面被差异抬升为不同高度的夷平面。 在抬升过程中, 怒江的侵蚀作用形成了深切的高山峡谷地貌, 并形成了能反映构造抬升过程的多级河流阶地。 这种高山峡谷地貌的形成不仅与构造活动有关, 还与气候变化有关, 但构造活动是主因。 通过河流阶地和夷平面的研究能够得到河流阶地特征和差异隆升特征, 并能够进一步反演该区的构造活动特征。  相似文献   
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