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官厅水库所在的延怀盆地有多条活动断层分布 ,新构造运动强烈。官厅水库大坝安全与否事关首都安全。为此 ,文中采用有限元方法结合断层位移资料 ,模拟了延怀盆地的现代构造应力场 ;参照模拟的结果 ,结合前人的研究成果 ,对设定地震的烈度进行了拟合 ,讨论了设定地震对大坝的影响。对官厅水库大坝的地震安全性进行了评价。结果表明 :1)延怀盆地最大主压应力方向为N80°～ 85°E ;2 )可能的发震断层为方家冲 -营门矿段断层 ;3)考虑大坝坝址的工程地质条件、发震断层与大坝的空间位置关系、历史大地震对大坝的影响等因素 ,则大坝的地震危险性将有所提高 相似文献
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汶川地震中宝珠寺水电站遭受的地震烈度为8°(相当于水平峰值加速度0.2 g),远超过大坝的设计地震水平(0.1 g),震后大坝未见明显震损.为解释大坝在地震中的抗震现象,构建了坝址区三维模型.考虑坝体横缝非线性以及三个方向地震作用的不同组合方式,对汶川地震中大坝的动力响应进行有限元模拟.在此基础上,针对震后提高的抗震设防标准,进一步选取典型坝段,采用二维弹塑性方法对大坝进行抗震复核并分析可能的破坏模式.模拟结果表明:横河向地震分量起主导作用而顺河向地震作用相对较弱是宝珠寺重力坝在汶川地震中免于发生损坏的主要原因.坝顶混凝土发生挤压破碎缘于永久横缝在地震中高频渐开渐合行为引起的剧烈碰撞.宝珠寺重力坝对设计地震0.27 g的强震可以保持整体的安全性,对校核地震0.32 g的强震整体安全性降低,水库正常运行及抵抗余震的能力将受到影响. 相似文献
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如何提高混凝土重力坝薄弱位置的抗震性能是国内外大坝抗震研究的热点问题。本文基于等价静力非线性方法,采用考虑混凝土细观非均匀特性的混凝土损伤模型,研究FRP片材表面加固大坝薄弱位置的抗震有效性。以2座不同形态的混凝土重力坝A、B为例,分别进行坝踵FRP片材表面加固研究和折坡处FRP片材表面加固研究,分析加固前后坝体的应力状态、裂缝扩展情况和破坏形态。数值模拟结果表明：坝踵处采用FRP片材加固可以很好地增强坝体的抗震性能,有效地抑制裂缝的产生和发展;折坡处采用FRP片材加固在一定程度上可以提高坝体的抗震性能,下游坝身加固与否对提高大坝的抗震性能影响不大。 相似文献
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以国内首次施工的大帽山四车道公路隧道扩建爆破震动控制为研究背景，介绍了爆破数值模拟分析中爆破荷载的计算原理和施加方法。从炸药直接起爆的角度，采用流固耦合多物质单元技术，利用LS-DYNA3D软件建立了扩建隧道爆破荷载作用下邻近运营隧道动力响应的数值计算模型。通过爆腔半径数值模拟结果与经验公式计算结果的比较，得到围岩的合理破坏应变值；对数值模拟计算结果的影响因素进行分析，结果表明材料采用理想弹塑性模型较硬化弹塑性模型的计算结果偏大；由现场实测数据拟合的经验公式验证数值模拟方法的可靠性。可为大断面小净距隧道施工及类似问题的解决提供参考。 相似文献
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地震记录中小爆破的识别与判据研究 总被引：1，自引：5，他引：1
主要研究小当量爆破(即矿山爆破)与小震级地震事件的识别与判据。我们利用北京遥测地震台网的短周期模拟记录资料作过一些研究(傅等,1997),取得了一定的进展,在此基础上,又利用北京遥测地震台网的DAPS(模拟信号台网中心数字化地震记录)系统进行了较为深入、定量的研究。主要根据两者在波形记录特征、ML与MD震级差别、频谱分析中卓越周期与拐角频率方面的不同,使得地震与爆破的识别取得了较高的概率。 相似文献
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隧道爆破开挖产生的振动对邻近的古建筑有着不容忽视的安全影响,为研究爆破振动波的传播规律以及预测地面振动效应和分析临近古建筑结构的安全性,以拉卜楞隧道为依托,采用现场实测结合数值模拟分析的方法,预测爆破荷载作用下拉卜楞寺的动力响应。结果表明:(1)随着单响总药量的增加,质点振动速度增大,衰减比也随之增大,说明高频振动衰减快,低频振动衰减慢；(2)通过理论计算将爆破荷载等效施加在弹性边界或隧道开挖轮廓面上,动力模拟结果表明在大于40 m的中远区两者振速变化规律趋于一致,故将荷载施加在开挖轮廓面上是合理的；(3)爆破地震波自由界面处体波经过反射形成沿表面传播的Rayleigh波,结合数值模拟山体内部地震波的传播规律发现,经反射叠加山体内部形成复杂的振动区；(4)当地震波到达拉卜楞寺最近点时,径向振速峰值为0.000 672 cm/s,垂向振速峰值为0.000 448 cm/s,合成振速峰值为0.000 807 cm/s,远小于古建筑安全振动控制标准。 相似文献
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基于在河南、湖北、江苏、安徽等省和西藏自治区进行的人工地震测深工作,详细分析了不同爆炸方式(水中爆炸、井中组合爆炸、矿山和洞室爆炸),不同炸药量(1.2～500吨)和不同观测距离(5～500公里)的实测资料,讨论了爆炸方式与衰减的关系。结果表明,水中爆炸的弹性波转换系数最大,并以组合爆炸方式获得最佳的效果。本文提出地震测深中的地震波衰减遵循关系式:V_m=β(R/W~1/3)-r式中,V_m 为地表运动最大速度,(R/W~1/3) 为折合距离,r 为衰减系数。(r=1.5～1.6)。文中简要讨论了地壳厚度与地震波衰减的关系。 相似文献
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M. Eneva J.L. Stevens B.D. Khristoforov J. Murphy V.V. Adushkin 《Pure and Applied Geophysics》2001,158(3):605-626
—?As part of a collaborative research program for the purpose of monitoring the Comprehensive Nuclear-Test-Ban Treaty (CTBT), we are in the process of examining and analyzing hydroacoustic data from underwater explosions conducted in the former Soviet Union. We are using these data as constraints on modeling the hydroacoustic source as a function of depth below the water surface. This is of interest to the CTBT because although even small explosions at depth generate signals easily observable at large distances, the hydroacoustic source amplitude decreases as the source approaches the surface. Consequently, explosions in the ocean will be more difficult to identify if they are on or near the ocean surface. We are particularly interested in records featuring various combinations of depths of explosion, and distances and depths of recording.¶Unique historical Russian data sets have now become available from test explosions of 100-kg TNT cast spherical charges in a shallow reservoir (87?m length, 25?m to 55?m width, and 3?m depth) with a low-velocity air-saturated layer of sand on the bottom. A number of tests were conducted with varying water level and charge depths. Pressure measurements were taken at varying depths and horizontal distances in the water. The available data include measurements of peak pressures from all explosions and digitized pressure-time histories from some of them. A reduction of peak pressure by about 60–70% is observed in these measurements for half-immersed charges as compared with deeper explosions. In addition, several peak-pressure measurements are also available from a 1957 underwater nuclear explosion (yield <10?kt and depth 30?m) in the Bay of Chernaya (Novaya Zemlya).¶The 100-kg TNT data were compared with model predictions. Shockwave modeling is based on spherical wave propagation and finite element calculations, constrained by empirical data from US underwater chemical and nuclear tests. Modeling was performed for digitized pressure-time histories from two fully-immersed explosions and one explosion of a half-immersed charge, as well as for the peak-pressure measurements from all explosions carried out in the reservoir with water level at its maximum (3?m). We found that the model predictions match the Russian data well.¶Peak-pressure measurements and pressure-time histories were simulated at 10?km distance from hypothetical 1-kt and 10-kt nuclear explosions conducted at various depths in the ocean. The ocean water was characterized by a realistic sound velocity profile featuring a velocity minimum at 700?m depth. Simulated measurements at that same depth predict at least a tenfold increase in peak pressures from explosions in the SOFAR channel as compared with very shallow explosions (e.g., ～3?m depth).¶ The observations and the modeling results were also compared with predictions calculated at the Lawrence Livermore National Laboratory using a different modeling approach. All results suggest that although the coupling is reduced for very shallow explosions, a shallow 1-kt explosion should be detectable by the IMS hydroacoustic network. 相似文献
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结合某沉管隧道沉管段基槽开挖工程,采用爆破动态效应的现场测试、理论分析等综合手段,探索水下爆破水中冲击波和爆破地震波动对邻近建筑物的动态效应特性。研究表明:(1)与地震波的峰值压力值相比,浅水条件下钻孔爆破水中冲击波压力值较小,传播速度也没有地震波快,特定情况下,在考量岸边堤岸及岸边建筑物的稳定性时可以忽略水冲击波的影响;(2)对于不同区域爆破施工来说,应根据其距离被保护对象的远近,选择各允许最大药量中的最小值作为最大爆破控制药量。研究成果对类似工程具有一定的借鉴意义。 相似文献
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《Marine pollution bulletin》2013,72(1-2):29-40
Plans are being made to construct Dalian Offshore Airport in Jinzhou Bay with a reclamation area of 21 km2. The large-scale reclamation can be expected to have negative effects on the marine environment, and these effects vary depending on the reclamation techniques used. Water quality mathematical models were developed and biology resource investigations were conducted to compare effects of an underwater explosion sediment removal and rock dumping technique and a silt dredging and rock dumping technique on water pollution and fishery loss. The findings show that creation of the artificial island with the underwater explosion sediment removal technique would greatly impact the marine environment. However, the impact for the silt dredging technique would be less. The conclusions from this study provide an important foundation for the planning of Dalian Offshore Airport and can be used as a reference for similar coastal reclamation and marine environment protection. 相似文献
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J. G. Moore 《Bulletin of Volcanology》1967,30(1):337-363
A base surge, first identified at the Bikini thermonuclear undersea explosion, is a ring-shaped basal cloud that sweeps outward as a density flow from the base of a vertical explosion column. Base surges are also common in shallow underground test explosions and are formed by expanding gases which first vent vertically and then with continued expansion rush over the crater lip (represented by a large solitary wave in an underwater explosion), tear ejecta from it, and feed a gas-charged density flow, which is the surge cloud. This horizontally moving cloud commonly has an initial velocity of more than 50 meters per second and can carry clastic material many kilometers. Base surges are a common feature of many recent shallow, submarine and phreatic volcanic eruptions. They transport ash, mud, lapilli, and blocks with great velocity and commonly sandblast and knock down trees and houses, coat the blast side with mud, and deposit ejecta at distances beyond the limits of throw-out trajectories. Close to the eruption center, the base surge can erode radial channels and deposit material with dune-type bedding. 相似文献
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震源性质的时频分析与事件识别 总被引：1，自引：1，他引：0
应用时频分析技术研究了近年来发生在朝鲜半岛的核爆炸、化学爆炸与天然地震事件的识别问题,计算了上述三者的瞬时频率、瞬时振幅谱与群延迟等多项参数,提出地震与爆炸的识别指标.初步研究结果表明,对较大事件,上述三者来自震源的激发频率信息有明显差异性,核爆炸源激发的频率明显高于地震,化学爆炸最低.特别是,这些信息指标对于识别小当... 相似文献
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The use of a single-bowl continuous-flow centrifuge (CFC, Sharples-Pennwalt Model AS-12) for dewatering suspended sediment from large volumes of river water is evaluated. Sediment-recovery efficiency of 86-91 per cent is comparable to that of other types of CFC units. The recovery efficiency is limited by the particle-size distribution of the feed water and by the limiting particle diameter that is retained in the centrifuge bowl. The limiting particle diameter, using the parameters for this study (bowl radius = 10.5cm; bowl length = 71.1 cm; rotational velocity = 16000 r min?1; flow rate = 2 L min?1, and an assumed hydrated particle density = 1.7 gm cm?3), is 370 nm. There seems to be no particle-size fractionation within the centrifuge bowl—the median particle size was the same at the top as at the bottom. Particle electrophoretic mobility plays some role in fractionation of particles within the centrifuge. The mobility ranged from ?1.19 to ?2.01 × 10?8 m2 V?1 s?1, which is typical of clays coated with organic matter, the charge of which is partially neutralized by divalent cations and iron. Contamination by trace metals and organics is minimized by coating all surfaces that come in contact with the sample with either FEP or PFA Teflon and using a removable FEP Teflon liner in the centrifuge bowl. Because of the physical and chemical factors affecting particle fractionation within the centrifuge, care must be exercised in interpreting the environmental consequences of particles collected by continuous-flow centrifugation. 相似文献
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以2014年11月福建街面水库气枪震源激发试验观测数据为研究对象，利用基于互相关的时延估计法对不同沉放深度及不同水深的气枪激发展开研究，分析沉放深度及激发环境水深对气枪震源激发信号到时的影响。结果显示:激发位置不变，气枪沉放深度在8—30 m范围内变化时，震中距为13 km的测震台站记录到的气枪信号的首脉冲到时差异很小，而气泡脉冲到时则有明显差异，且随着沉放深度的增加，气泡脉冲信号到时提前，8 m沉放深度与30 m沉放深度气泡脉冲的到时差近80 ms，这种变化与布设在库底的海底地震仪记录到的信号变化相一致，分析认为这种变化与气枪沉放深度增加引起的气枪激发信号的周期减小有关；在不同水位开展的相同沉放深度的激发信号差异不大。因此，应用气枪震源监测地壳介质变化时需注意气枪震源沉放深度变化所带来的影响。 相似文献
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对球形空腔偏心解耦爆炸进行了数值模拟，得到了不同方向和不同爆心距节点的S波和P波速度曲线以及岩石单元中拉伸应力的传播过程。结果表明：空腔偏心解耦爆炸激发的S波具有方向性，S波幅值与对应P波幅值相当，激发S波的物理机制是振荡的拉伸应力，它等效于偶极子震源。 相似文献