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Hypocenter和Hypo2000地震定位方法在攀枝花—会理地震序列中的应用 总被引：1，自引：0，他引：1
利用Hypocenter和Hypo2000地震定位法对2008年8月30日至2008 年11月30日四川攀枝花-会理发生的地震序列进行精确定位,就两种定位法的震中分布、深度剖面、地震震中平面距离差、震源深度做了对比分析.结果表明:Hypocenter地震定位法与Hypo2000地震定位法定位结果比较吻合,定位效果较好.从Hypo2000方法给出的定位结果可以看出震中集中和收敛更清晰地勾画出了地震断层的空间走向.地震序列震中呈近南北方向分布, 总长度约37 km..地震序列主要集中在元谋断裂带,震源深度的优势分布在5～15 km之间, 平均震源深度为9.7 km. 相似文献
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针对胜利油田罗家地区以构造裂缝为主、与断层关系密切的特点,本文采用地震资料相干分析和方差分析技术,力求精细而准确地确定该区目的层的断裂系统;提出了地震吸收系数分析技术,期望为确定目的层段的裂缝发育分布提供重要的证据;利用全方位地震信息进行AVA、VVA方法的研究,可望定量地得到目的层段的裂缝方位和密度分布情况;针对AVA和VVA技术的不足,采用了不同方位角阻抗的变化来检测裂缝发育情况的IPVA方法.实例分析表明,该套泥岩裂缝储层勘探方法取得了良好的效果,在泥岩裂缝油气藏定量检测方面获得了重要进展. 相似文献
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深部矿产资源勘探是未来勘探的必然趋势.地震作用下的横断层地质构造对金属矿、 能源矿等矿产资源的分布具有重要影响,拥有较大的找矿潜力.对于地震作用下横断层地质等条件复杂的场合,采用高密度电阻率法、 激发极化法和可控源音频大地电磁法等单一电法勘探可能存在找矿效果不佳的问题,有必要研究更为有效的找矿技术方法.首先阐述了激发极化法、CSAMT法等电法勘探的基本内容和各自优缺点;然后,在分析地震作用下横断层地质特征的基础上,研究并提出了基于激发极化法和CSAMT的综合找矿法.基于激发极化法和CSAMT的综合找矿法能有效反映地下地电差异,在大深度范围有效反应地电断面电阻、 极化率参数,互相校正验证;结合已有地质物探资料,推断地下异常,提高横断层的金属矿产勘探效率和效果.将本文的研究成果应用于某横断层地质区域的金属矿勘探实践,取得了良好的勘探效果.实践表明本文所提方法有效、 可行. 相似文献
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测井及地震裂缝识别研究进展 总被引：2，自引：0，他引：2
测井及地震裂缝识别方法是解决裂缝预测难题的主要手段.通过大量的学术调研,对常用的测井和地震裂缝预测方法的原理及技术特点进行详细的分析,并说明其优劣性.在测井方法中,成像测井仍是目前最为可靠的裂缝识别依据,常规测井、三孔隙度比值法、侵入校正差比法和概率密度法容易实现、效果较好,且能够通过与地震反演的结合来预测裂缝的区域分布特征,横波测井和放射性测井效果较好,但资料难于收集,与数值统计分析相关的测井裂缝识别法局限于井点处的裂缝研究.在地震方法中,纵波各向异性应用最为广泛,且能准确得到裂缝的空间分布特征,叠前远近偏移距属性差法、相干体及倾角检测法、叠后融合属性法、多尺度边缘检测法及地震反演方法能够得到裂缝的分布特征数据体,但无法预测裂缝方向,构造应力场分析法经常用于预测某个地层界面构造缝的分布特征,横波与转换波裂缝预测方法受成本限制,VSP裂缝预测受横向延伸限制,均未广泛应用. 相似文献
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日本所在的西太平洋地区是世界上中深源地震发生最为频繁的地区. 早期研究已表明, 日本东北地区下方的中深源地震呈双层分布. 为进一步分析该双震带的空间分布特征, 本文通过方法测试证明了采用球坐标系下的三维射线追踪法改进后的双差定位法进行地震重定位的精确性和有效性, 对使用该方法进行重定位前、 后各方向上的误差进行了分析, 并确定了最佳的定位参数. 在此基础上, 对日本东北地区的中深源地震进行了高精度重定位, 并对重定位得到的震源位置进行了空间拟合, 其结果表明地震呈明显的双层分布, 且与西太平洋俯冲板块几近平行. 本文研究结果对揭示双震带中地震的发震机理以及俯冲板块内的精细结构均具有重要意义. 相似文献
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MSDP单纯型和HYP2000定位方法对比分析 总被引：1，自引：0，他引：1
采用MSDP单纯型方法和HYP2000定位方法,对宁夏地区2008-2010年发生的232次ML≥2.0地震和83个爆破资料,从地震震中、震源深度、残差分布3方面进行对比分析.结果显示,采用HYP2000定位方法,震源距断裂带更近,小震群更为集中;震源深度的分布更为符合实际;残差分布明显小于MSDP单纯型定位法.由此建... 相似文献
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1 BANK EROSION IN THE LOWER YELLOW RIVER In alluvial rivers, riverbeds are always in a state of transition and development. Two kinds of deformations result for the fluvial process according to certain basic characteristics. One is longitudinal deformation that is characterized by the deformation of a riverbed in the direction of streamwise flow such as riverbed scour or deposition. The other is transverse or lateral deformation that is distinguished by the deformation of a riverb… 相似文献
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Bank retreat involving a combination of fluvial erosion and bank collapse has been found to be a major contributor to sediment transport, lateral migration, and planform evolution of meandering rivers.Previous studies have largely examined the general mechanism of cantilever bank failure. However, the composite process of beam(toppling) failure caused by shear failure of the lower part composed of noncohesive soil remains poorly understood. The current paper investigates the diversity and coupli... 相似文献
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Harutaka Sakai Minoru Sawada Yutaka Takigami Yuji Orihashi Tohru Danhara Hideki Iwano Yoshihiro Kuwahara Qi Dong Huawei Cai Jianguo Li 《Island Arc》2005,14(4):297-310
Abstract Newly discovered peloidal limestone from the summit of Mount Qomolangma (Mount Everest) contains skeletal fragments of trilobites, ostracods and crinoids. They are small pebble-sized debris interbedded in micritic bedded limestone of the Qomolangma Formation, and are interpreted to have been derived from a bank margin and redeposited in peri-platform environments. An exposure of the Qomolangma detachment at the base of the first step (8520 m), on the northern slope of Mount Qomolangma was also found. Non-metamorphosed, strongly fractured Ordovician limestone is separated from underlying metamorphosed Yellow Band by a sharp fault with a breccia zone. The 40 Ar–39 Ar ages of muscovite from the Yellow Band show two-phase metamorphic events of approximately 33.3 and 24.5 Ma. The older age represents the peak of a Barrovian-type Eo-Himalayan metamorphic event and the younger age records a decompressional high-temperature Neo-Himalayan metamorphic event. A muscovite whole-rock 87 Rb–86 Sr isochron of the Yellow Band yielded 40.06 ± 0.81 Ma, which suggests a Pre-Himalayan metamorphism, probably caused by tectonic stacking of the Tibetan Tethys sediments in the leading margin of the Indian subcontinent. Zircon and apatite grains, separated from the Yellow Band, gave pooled fission-track ages of 14.4 ± 0.9 and 14.4 ± 1.4 Ma, respectively. These new chronologic data indicate rapid cooling of the hanging wall of the Qomolangma detachment from approximately 350°C to 130°C during a short period (15.5–14.4 Ma). 相似文献
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Severe soil erosion occurs on the Loess Plateau in China, which makes the Yellow River the most sediment-laden river in the world. Construction of about 60,000 sediment check dams has remarkably controlled soil erosion on the Loess Plateau and reduced the sediment load of the middle and lower Yellow River. Nonetheless, little is known about the mechanism of erosion control and vegetation development of sediment check dams. The function of a single check dam mainly is trapping sediment, while the function of a train of check dams comprising dozens of or over hundreds of check dams in a gully encompasses controlling bed incision and reducing erosion energy. A formula was proposed to calculate the potential energy of bank failure and slope failure in a gully, which essentially constitutes the erosion energy. The erosion energy increases when gully incision occurs, which is induced by the incision of the Yellow River and its tributaries on the Loess Plateau. Sediment deposition in many gullies due to construction of check dams reduces the erosion energy to almost zero, which in turn greatly reduces soil erosion and sediment yield. Construction of check dams promotes vegetation development. The vegetation-erosion dynamics model was used to study the effect of check dams on vegetation development. Simulation results show that reforestation without check dam construction might result in an increase of vegetation cover in the first ten years and then a drop of vegetation cover to less than 10% in the later years. The check dams provide a foundation for vegetation development. 相似文献
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黄海地震活动与地震构造的初步研究 总被引：2，自引：0，他引：2
黄海是东亚大陆边缘盆地中地震较活跃的地区,历史上多次发生大地震,对海岸和海底工程造成威胁。本文依据中国台网记录分析了海域地震活动图象,表明黄海地震活动水平与大陆相似。据聚类分析原则划分地震线,并与已知的大地构造资料进行了比较：表明海域地震线基本反映了海底活断层的轮廓。大型地震线走向北东和北西,可达朝鲜半岛,北东向地震线与黄海莫氏面构造走向一致,表明有深部构造背景。东西向构造也较显著。 相似文献
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SHI Changxing 《国际泥沙研究》1999,(2)
1DEFINITIONOFSEDIMENTHAZARDHazardsaredefinedasthenaturaleventsthatcauselossesofhumanlifeandproperty.Reasonably,thesedimenthazardsarethehazardsoccasionedbythenatUralphenomenonandprocessesthatarerelatedwithsedimenterosion,transport,andaccumulation.Thelandslideandsoilerosionarethedirectresultsofsedimentmovement.Theoccurrenceofsomeotherhazardsisnotthedirectresultofbutrelatedtosedimentmovement.Forexample,inadditiontometeorolog.icalconditions,somekindsoflandformsarefavorabletoformationoff… 相似文献
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Historic maps, photographs, and channel cross-sections show that the channel of the Carmel River underwent massive bank erosion, channel migration, and aggradation in a major flood in 1911, then narrowed and incised by 1939. The channel was stable until 1978 and 1980, when bank erosion affected some reaches but not others. The narrowing and incision were in response to a lack of major floods after 1914 and construction in 1921 of a dam that cut off sediment supply from the most actively eroding half of the basin. Localized erosion in 1978 and 1980 occurred during low magnitude events along reaches whose bank strength had been reduced by devegetation. These events illustrate that the stability of a fluvial system can be disrupted either by application of a large erosive force in a high magnitude event (the 1911 flood) or in a low magnitude event, by reducing the resistance to erosion (bank devegetation). The Carmel River is a potentially unstable system. Its discharge and slope characteristics place it near the threshold between meandering and braided. On the Lower Carmel, the presence of bank vegetation can make the difference between a narrow, stable meandering channel and a wide shifting channel with braided reaches. 相似文献
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In this study,under conditions of different flow and ice discharge,extensive experiments have been carried out in a 180°-bend flume and an S-shaped bend channel.The phenomenon and mechanisms of ice accumulation in the bend channel have been studied.Ice accumulation along the convex bank was normally thicker than that along the concave bank.The maximum thickness of ice accumulation in the downstream bend channel occurred close to the convex bank.The difference between the maximum thickness and the minimum thickness of ice accumulation was significant.The entire ice accumulation became unstable if flow Froude number was large.When the flow Froude Number is high,the entire ice accumulation becomes unstable.For Froude Number between 0.035 and 0.060,the bottom surface of ice accumulation became waved in form.Small changes in Froude number and ice discharge rate can change a channel from a state of no ice accumulation to uniform accumulation over the channel bend.The higher the ice discharge,the more uniform the ice accumulation.The experimental results have been compared with field observations of ice jams at the Hequ Reach of the Yellow River. 相似文献
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Three-dimensional modeling of bank erosion and morphological changes in the Shishou bend of the middle Yangtze River 总被引：1，自引：0，他引：1
This paper presents a three-dimensional (3-D) numerical model to simulate morphological changes in alluvial channels due to bank erosion. A method for the simulation of bank erosion is established. This is incorporated into a 3-D mathematical model for turbulent flow and non-uniform, non-equilibrium sediment transport. This model is applied to simulate morphological changes in the Shishou bend of the middle Yangtze River in China, where serious bank erosions occurred during the last two decades. The double-layer sediment structure of the riverbank on the middle Yangtze River is taken into account in the bank erosion module. Both cohesive and non-cohesive bank material in the different layers are considered. The bank erosion module also includes other factors affecting the rate of bank erosion, such as the longitudinal length of failed bank, the thickness of each layer in the double-layer structure, and the erosion-resisting effect of cohesive material from the top layer of failed bank. A locally-adaptive grid system is proposed to efficiently simulate the lateral migration of alluvial channel due to bank erosion. The predictive capability of the 3-D model is examined by laboratory data. Simulated processes of bank erosion agree with field observations in the Shishou bend during the period of October 1996–October 1998, and the bank erosion module plays a significant role in simulating morphological changes of the study reach. In addition, the equivalent channel-forming discharge, which is defined as a constant discharge that can create the same amount of bank erosion in an alluvial channel as that created by natural runoff processes during the same period of time, is proposed to improve calculation efficiency for feasibility studies. 相似文献
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Modelling of the retreat process of composite riverbank in the Jingjiang Reach using the improved BSTEM 
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下载免费PDF全文 Bank retreat in the Jingjiang Reach is closely related not only to the near‐bank intensity of fluvial erosion but also to the composition and mechanical properties of bank soils. Therefore, it is necessary to correctly simulate bank retreat to determine the characteristics of fluvial processes in the Jingjiang Reach. The current version of bank stability and toe erosion model (5.4) was improved to predict riverbank retreat, by inputting a dynamic water table, and calculating the approximation of the distribution of dynamic pore water pressure in the soil near the river bank face, and considering the depositional form of the failed blocks, which is assumedly based on a triangular distribution, with the slope approximately equalling the stable submerged bank slope and half of collapsed volume deposited in the bank‐toe region. The degrees of riverbank stability at Jing34 were calculated using the improved bank stability and toe erosion model. The results indicate the following trends: (a) the degrees of riverbank stability were high during the dry season and the rising stage, which led to minimal bank failure, and (b) the stability degrees were low during the flood season and the recession stage, with the events of bank collapse occurring frequently, which belonged to a stage of intensive bank erosion. Considering the effects of bank‐toe erosion, water table lag, and the depositional form of the collapsed bank soil, the bank‐retreat process was simulated at the right riverbank of Jing34. The model‐predicted results exhibit close agreement with the measured data, including the total bank‐retreat width and the collapsed bank profile. A sensitivity analysis was conducted to determine the quantitative effects of toe erosion and water table lag on the degree of bank stability. The calculated results for toe erosion indicate that the amount of toe erosion was largest during the flood season, which was a primary reason for bank failure. The influence of water table lag on the degree of stability demonstrates that water table lag was an important cause of bank failure during the recession stage. 相似文献