河流阶地演化与走滑断裂滑动速率   总被引：24，自引：9，他引：15  

张培震  李传友  毛凤英 《地震地质》2008,30(1):44-57

断裂滑动速率是活动构造定量研究的最重要参数之一,不仅可以直接应用于活动构造的地震危险性预测和工程场地的地震安全性评价,还为地球动力学研究提供不可缺少的重要信息。原理上,断裂滑动速率可以用总位移量除以其累积时间而获得,但准确地确定断裂滑动速率并不是一件容易的事情,不同方法和研究者测定的同一条断裂的滑动速率可以相差3倍。文中通过对河流基座阶地演化及其对走滑断裂错动响应过程的分析发现,当一条山前河流切入河漫滩使其废弃形成阶地后,断裂的走滑位移使得河流两侧的阶地陡坎都遭到错动,其中一侧的下游阶地陡坎被错入河道而遭到河流的侵蚀,另一侧的下游阶地陡坎被错离河道,受到河流上游右侧地貌的保护而免遭侵蚀。因此,被错离河道一侧的阶地陡坎的位移在上阶地形成时就开始积累,阶地面的暴露年龄相当于位移累积的起始年代。另外,被错离河道一侧的阶地陡坎在下阶地停止侧蚀(可能同时开始接受沉积)时就开始累积位移,下阶地的初始沉积年代也代表阶地陡坎位移开始累积的时间。当然,如果能够获得被位移阶地陡坎的上下阶地年龄,就更能够把滑动速率限定在可靠的范围之内。在上述分析的基础上,提出3种利用河流阶地确定走滑断裂滑动速率的方法:第一是利用上下阶地年龄限定  相似文献   

Observation of recent tectonic movements by extensometers in the Pannonian Basin     

Gyula Mentes   《Journal of Geodynamics》2008,45(4-5):169-177

In Hungary four extensometric observatories were established in the last two decades. The extensometers were installed primarily for observations of Earth tides. A 15-year continuous data series (1991–2005) was recorded at the Sopronbánfalva station and a 7-year record (1993–1999) was obtained at the Pécs station. The length of the measured continuous data series at the two other stations (Bakonya and Budapest) is only a few years. The long-term data records were also applied to the investigation of long-periodic deformations caused by recent tectonic movements. To get an insight into the present day tectonic processes on the margin of the Pannonian Basin, the measurement results of two additional stations (Vyhne in Slovakia and Beregovo in Ukraine) were also included into the investigations. The seasonal variations in the long data series due to temperature and air pressure effects were eliminated. The residual curve – after the correction of the seasonal effects and filtering the “high frequency” components (e.g. earthquakes, Earth tides, etc.) – contains the instrumental drift. It is impossible to determine this curve mathematically. It can be diminished by special instrumental solutions and by regular calibration of the instruments. This paper shows methods and possible solutions how the instrumental drift was investigated and eliminated in order to get the most reliable data for studying recent tectonic movements. The reliability of the extensometric measurements was tested by the tidal evaluation of the data series. The results of the observations show that the Pannonian Basin is under compressive stress. The strain rates measured by extensometers on the margin of the basin are about three orders of magnitude higher than the intra-plate strains obtained by GPS measurements. The reason for this large difference arises from the interaction between the plate boundary and intra-plate forces and from the different measurement techniques. Investigations showed that the rate of the tectonic movements varies, and depends on the local geographical and topographical conditions.  相似文献   

主成分分析法在林甸Ms5．1地震回顾性预测中的应用   总被引：3，自引：1，他引：2  

李永振 《东北地震研究》2008,24(2):29-34

用2005年林甸Ms5．1级地震前后震中附近的地震资料,选择与地震强度有关的3级以上地震频次N、b值、Mf值、C值、和Ac值等6个参量进行主成分分析,实现对上述参量的有效约简。这6个参量之间有一定的相关性,各参量在不同时段的变化各有所异,预报效果并不理想。但是根据主成分分析可以得到反映地震强度的综合指标W,发现该指标在震源区附近出现明显的异常变化,震后异常恢复。表明综合指标W可以较好的反映地震活动的异常特征。  相似文献   

莺歌海盆地异常裂后沉降的动力学机制   总被引：1，自引：0，他引：1  

崔涛  解习农  任建业  张成 《地球科学》2008,33(3):349-356

为了理解莺歌海盆地形成与演化的动力过程, 用回剥法和应变速率反演方法对该区的钻井和地层剖面资料进行了研究.研究结果表明莺歌海盆地观测得到的裂后沉降和模拟预测的理论裂后沉降结果存在较大差异, 其中在西北部为300~500 m, 中部和东南部为900~1200 m, 其异常裂后沉降明显呈现向东南和向海方向递大的趋势.地幔对流模型预测的结果表明, 20 Ma以来南海北部边缘的动力地貌沉降量为300 m, 因此, 莺歌海盆地裂后异常沉降在300 m左右的地区可以用动力地貌沉降机理来解释, 但是盆地中部和东南部的巨厚的异常沉降远大于动力地貌沉降量, 它是自晚中新世以来盆缘断层的右旋走滑作用、裂后热回沉和动力地貌沉降共同作用的结果.   相似文献   

中国大陆科学钻探主孔自然放射性测井及其解释   总被引：3，自引：0，他引：3  

骆淼  潘和平  赵永刚  张红杰  周峰 《地球科学》2008,33(5):661-671

为了认识江苏东海超高压变质带上地壳岩石自然放射性的垂向分布特征, 榴辉岩退变质程度对放射性元素浓度的影响, 以及放射性产热率对地温梯度的影响, 利用中国大陆科学钻探(CCSD) 主孔100~5000m自然放射性测井(自然伽马和自然伽马能谱) 资料统计了CCSD主孔各类岩石的自然放射性强度和铀、钍、钾元素的浓度, 计算出产热率曲线.自然伽马, 铀、钍、钾浓度和产热率从蛇纹岩到榴辉岩、角闪岩、副片麻岩、正片麻岩依次增大.随着榴辉岩退变质程度的增强, 其铀、钍、钾元素的浓度值逐渐增大.CCSD主孔自然放射性的垂向分布特征主要受岩性控制, 自然放射性随深度增加有增强趋势.产热率与自然伽马测井值之间有很好的线性关系, 在高放射性岩层的上部, 地温梯度会出现较强扰动和低值异常.   相似文献   

非均质随机分布对岩石热破裂影响的数值试验   总被引：1，自引：1，他引：0  

康健  毕秀国  刘超 《岩土力学》2008,29(Z1):491-494

采用随机固热耦合数学模型及有限元分析方法,仅将热膨胀系数和热传导系数作为随机变量,在正态和韦泊两种随机分布下,采用平面应变模型,对热应力引起的岩石热破裂的变化进行了详细研究,模拟了岩石热破裂的整个过程,揭示了概率分布形式、分布参数m对岩石热破裂的影响,讨论了岩石热破裂与时间t的关系,温度与参数m的关系,温度与时间的变化规律,并研究了热破裂率随时间和温度的变化规律。  相似文献   

地下水对银川平原植被生长的影响   总被引：5，自引：3，他引：2  

孙宪春  金晓媚  万力 《现代地质》2008,22(2):321-324

植被是反映区域性生态环境状况的重要指标之一,而地下水对植被的生长有着重要的影响。结合MODIS-NDVI遥感数据与地下水位观测数据,从大尺度上研究了银川平原地下水与植被的关系,并结合实测的数据,利用最小二乘法拟合出地下水位埋深与NDVI变化率的关系曲线,定量分析了地下水位埋深对植被生长的影响,并对适宜植被生长的地下水位埋深进行了探讨。研究结果表明：地下水位埋深在3 m时,植被长势最好;而适宜植被生长的地下水位埋深范围是1~5 m;当地下水位埋深超过5 m时,地下水位埋深对植被的影响逐渐减弱;当水位埋深超过8 m时,地下水位埋深对植被的生长没有影响。  相似文献   

Sediment accumulation of Dianchi Lake determined by 137Cs dating     

Yan Zhang  Xiang Gao  Zhenyu Zhong  Jie Chen  Buzhuo Peng 《地理学报(英文版)》2009,19(2):225-238

The water quality of Dianchi Lake declines quickly and the eutrophication is getting serious. To identify the internal pollution load of Dianchi Lake it is necessary to evaluate its sediment accumulation. Sedimentation rates of Dianchi Lake are determined by ¹³⁷Cs dating. However, ¹³⁷Cs vertical distribution in sediment cores of Dianchi Lake has special characteristics because Dianchi Lake is located on the southeast of the Qinghai-Tibet Plateau, the Kunming quasi-stationary front is over the borders of Yunnan and Guizhou where the specific precipitation is distributed. Besides 1954, 1963 and 1986 ¹³⁷Cs marks can be determined in sediment cores, a ¹³⁷Cs mark of 1976 representing the major period of ¹³⁷Cs released from China unclear test can be determined and used for an auxiliary dating mark. Meanwhile Dianchi Lake is divided into seven sections based on the water depth, basin topography, hydrological features and supplies of silt and the lakebed area of each section is calculated. The mean annual sedimentation rates for seven sections are 0.0810, 0.1352, 0.1457, 0.1333, 0.0904, 0.1267 and 0.1023 g/cm²a in 1963–2003, respectively. The gross sediment accumulation of the lake is 26.18×10⁴ t/a in recent 17 years and 39.86×10⁴ t/a in recent 50 years. Foundation: National Natural Science Foundation of China, No.40771186; The Key Project of the State Key Laboratory of Soil Sustainable Agriculture, Nanjing Institute of Soil Sciences, Chinese Academy of Sciences, No.5022505 Author: Zhang Yan (1962–), Ph.D and Associate Professor, specialized in environmental change.  相似文献   

Sediment accumulation of Dianchi Lake determined by 137Cs dating     

ZHANG Yan  GAO Xiang  ZHONG Zhenyu  CHEN Jie  PENG Buzhuo 《地理学报》2009,19(2):225-238

The water quality of Dianchi Lake declines quickly and the eutrophication is getting serious. To identify the internal pollution load of Dianchi Lake it is necessary to evaluate its sediment accumulation. Sedimentation rates of Dianchi Lake are determined by 137Cs dating. However, 137Cs vertical distribution in sediment cores of Dianchi Lake has special characteristics because Dianchi Lake is located on the southeast of the Qinghai-Tibet Plateau, the Kunming quasi-stationary front is over the borders of Yunnan and Guizhou where the specific precipitation is distributed. Besides 1954, 1963 and 1986 137Cs marks can be determined in sediment cores, a 137Cs mark of 1976 representing the major period of 137Cs released from China unclear test can be determined and used for an auxiliary dating mark. Meanwhile Dianchi Lake is divided into seven sections based on the water depth, basin topography, hydrological features and supplies of silt and the lakebed area of each section is calculated. The mean annual sedimentation rates for seven sections are 0.0810, 0.1352, 0.1457, 0.1333, 0.0904, 0.1267 and 0.1023 g/cm2a in 1963–2003, respectively. The gross sediment accumulation of the lake is 26.18×104 t/a in recent 17 years and 39.86×104 t/a in recent 50 years.  相似文献   

土壤表面划痕与颗粒碰撞磨蚀实验研究   总被引：1，自引：0，他引：1  

贾晓鹏  王海兵 《中国沙漠》2009,29(2):219-222

在沙漠地区,风蚀作用可以导致土壤表面破碎,土壤表面的性质不同,破碎的程度也不尽相同。划痕方法在测量土壤表面的比研磨能量上具有较好的效果,使用通用微型摩擦计(UMT)测量沙土、沙壤土、粉沙壤土、壤土,粉沙粘壤土和粉沙粘土6种不同土壤类型的土壤表面相对磨蚀能量和相对表面硬度,发现土壤表面相对硬度对土壤表面相对磨蚀能量有很大的影响。对沙土,沙壤土、粉沙壤土、壤土、粉沙粘壤土和粉沙粘土6种不同类型的土壤表面进行了颗粒碰撞磨蚀试验,结果表明,土壤表面的碰撞磨蚀速率与碰撞颗粒速度的平方成正比、土壤平均颗粒大小的2.6次方成正比,而与土壤表面相对磨蚀能量的1.5次方成反比,与土壤相对硬度的1.7次方成反比。  相似文献