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云龙地震台应变潮汐观测资料质量分析 总被引：1，自引：1，他引：0
对云龙地震台SS-Y型石英伸缩仪2003—2016年应变潮汐观测资料质量进行全面评定，结果显示：应变潮汐观测资料连续，仪器运行状况稳定，年零漂、年变幅小，噪声水平低，M2波潮汐因子相对中误差小，以上各项评定指标均满足形变规范要求，观测资料质量达到国内优秀水平。云龙地震台应变潮汐长系列调和分析结果可为本区域固体潮正常背景变化、地震前兆异常信息识别及地震预测研究提供参考。 相似文献
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选择黑龙江省延寿地震台CZB-1型竖直摆倾斜仪2005年的固体潮观测资料,提取了2005年7月25日黑龙江省林甸M5.1和9月19日内蒙古牙克石M4.7地震前,倾斜固体潮半日波(M2)的潮汐因子γ及相位滞后因子Δφ等参量,综合分析了中强地震前区域倾斜形变潮汐的短临变化特征。认为:1)对潮汐频段参数潮汐因子、相位滞后因子异常信息进行提取,有利于捕捉地震前兆异常。2)潮汐因子的变化特征从时间上给出了震源的短临前兆信息。从图形变化看,这种变化过程可归纳为趋势性背景变化→增大(或减小)→极值→恢复→等待→发震。3)固体潮调和分析方法具有较强的抗干扰能力,图形变化稳定、异常突出明显 相似文献
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收集了2009年以来琼中地震台（以下简称琼中台）连续重力观测数据，经对原始数据进行突跳、台阶和删除错误数据等处理，计算分析了琼中台重力潮汐变化数据特征、M2波潮汐因子变化特征和典型事件的观测数据频谱特征。结果表明，琼中台连续重力观测数据除包含了固体潮、零漂等长周期信号外，也记录到了地震和台风等高频信号。对于记录到的7.0级以上强震，地震信号的频率主要分布于0.3 Hz以内；台风引起的扰动信号则主要分布于0.1—0.4 Hz频带内。同时，2009年以来，琼中台连续重力原始数据及其M2波潮汐因子无明显前兆异常。 相似文献
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介绍了体应变观测潮汐因子和勒夫数 h2 之间的线性关系 ,h2 的变化幅度较体应变观测潮汐因子震前异常变化大 7.5倍。同时 ,昌平台剪应变观测潮汐因子 O1波与体应变观测潮汐因子M2 波震前异常有较好的一致性 ,研究钻孔应变观测潮汐因子的变化有可能是取得地震前兆的有效途径之一。 相似文献
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甘肃省东部地区的潮汐测量结果及其地球动力学意义 总被引：3，自引：2，他引：3
文中介绍甘肃省东部地区1985年以来在重力、倾斜、水平应变和水位等固体潮方面的测量概况,给出了各台(项)全系列观测资料作整体调和分析计算的潮汐参数,分析了液态地核共振效应对重力、水平线应变和水位固体潮周日波潮汐因子的影响以及地壳构造横向不均匀性对倾斜固体潮潮汐因子的影响。结果表明,兰州重力仪、石英水平伸缩仪和甘06井等水位井的结果清楚地显示出液核共振效应对K_1波振幅的缩小作用和对ψ_1波振幅的放大作用,且重力和伸缩仪NS向结果所揭示的地球模型更接近莫洛金斯基的地球型Ⅱ;倾斜固体潮潮汐因子的实测结果明显地受地壳构造横向不均匀性影响,其中水管倾斜仪受影响的程度又明显地大于水平摆倾斜仪,兰州和宕昌两地南北向的非均匀性明显大于东西向,而宕昌地区的非均匀性又明显大于兰州地区。 相似文献
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采用两日调和分析和两日滑动的月调和分析方法对河北5个台站43个测向的固体潮观测资料进行潮汐变化分析，分别应用全目波和半日波滤波器求出平均潮汐因子和相位差。并选取2002--2008年华北ML5．0以上地震，通过对异常幅度、异常持续时间等指标进行研究，得出河北倾斜、应变潮汐因子异常指标。 相似文献
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应变固体潮NaKai拟合检验及潮汐变化的映震效果 总被引：2，自引：0，他引：2
采用NaKai拟合检验和潮汐变化分析方法，地应变固体潮的整点值数据进行处理，得到NaKai拟合振幅因子和应变M2波潮汐因子变化曲线，并对这些变化曲线进行判断分析，统计异常的起止时间、贴切度、特征及映震效果，计算出R值，通过碴表得到R0值，从统计结果可以看出。应变（M2波）潮汐因子变化曲线的异常特征较明显，每次异常都是在正常变化背景情况下出现的，异常有一个过程，异常信度较高，对应地震效果较好，R值评分较高；而Naai拟合法得到的振幅因子曲线，其异常变化为突跳型，异常时间短，从计算结果来看，NaKai拟合检验和潮汐变化分析（M2波）二种方法的R值均大于其R0值。 相似文献
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将倾斜固体潮Nakai拟合检验、倾斜潮汐变化分析引入潮汐形变资料处理中，对2006年4月9日山东莘县与河南濮阳交界的濮阳ML4．6级地震前泰安台的潮汐形变观测资料进行处理与分析，发现在地震前十天左右，泰安地震台出现潮汐形变地震短临异常，异常信号就是我们想要得到的地震前兆信息。 相似文献
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利用3台LaCoste-Romberg型弹簧重力仪（G-589、ET-20和ET-21）在南极中山站和长城站的长期重力潮汐观测资料，在武汉国际重力潮汐基准上精密测定了中山站和长城站的重力潮汐参数，其中主波振幅因子的标准偏差优于0.5％．各潮波的观测振幅在中山站比在长城站的小得多，两站周日潮（O1）的观测振幅因子相差约7％，而半日潮（M2）的观测振幅因子相差超过40％，气压和温度等气象因素的变化对观测结果的影响很明显．海潮负荷对两台站潮汐观测的影响非常显著，采用Schwiderski全球海潮模型对观测结果作海潮负荷重力改正．结果表明，经海潮改正后，各潮波的观测残差有较大幅度的减小，但是，由于采用的海潮模型没有顾及台站近区的海潮负荷效应，所以，O1 波的振幅因子对相应理论潮汐模型值之间存在大约4％（中山站）和9％（长城站）的偏差． 相似文献
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Tidal propagation in estuaries is affected by friction and fresh water discharge, besides changes in the depth and morphology
of the channel. Main distortions imply variations in the mean water level and asymmetry. Tidal asymmetry can be important
as a mechanism for sediment accumulation and turbidity maximum formation in estuaries, while mean water level changes can
affect navigation depths. Data from several gauges stations from the Amazon estuary and the adjacent coast were analyzed and
a 2DH hydrodynamic model was configured in a domain covering the continental shelf up to the last section of the river where
the tidal signature is observed. Based on data, theoretical and numerical results, the various influences in the generation
of estuarine harmonics are presented, including that of fresh water discharge. It is shown that the main overtide, M4, derived from the most important astronomic component in the Amazon estuary, M2, is responsible for the tidal wave asymmetry. This harmonic has its maximum amplitude at the mouth, where minimum depths
are found, and then decreases while tide propagates inside the estuary. Also, the numerical results show that the discharge
does not affect water level asymmetry; however, the Amazon river discharge plays an important role in the behavior of the
horizontal tide. The main compound tide in Amazon estuary, Msf, generated from the combination of the M2 and S2, can be strong enough to provoke neap low waters lower than spring ones. The results show this component increasing while
going upstream in the estuary, reaching a maximum and then slightly decaying. 相似文献
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E. N. Dolgopolova 《Water Resources》2017,44(6):808-819
The factors that govern the distribution and transformation of tidal waves in the macrotidal estuary of the Mezen River have been considered, including tide range in the mouth section, water discharge in the river’s lower reaches, estuary shape, and bed resistance coefficient. Data on variations of water discharge over period 1920–2008 are given. The parameters of estuary channel narrowing in horizontal and vertical sections have been considered. The effect of narrowing and bed hydraulic friction on tide wave amplitude has been evaluated. Froude number values for the tidal estuary suggest that tidal bore can form at the Mezen mouth. The conditions of the propagation of tidal waves to the mouths of different rivers and tidal bore formation in them are considered. 相似文献
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In this paper, the long time series data of the well water-level data of 12 wells in the Sichuan and Yunnan area is analyzed by the Baytap-G tidal analysis software, and well water level tidal response characteristic parameters (amplitude ratio and phase change) are extracted. We analyzed the features of the shape and stage change, and characteristic parameters of the tidal response of well water level before and after the earthquakes, which can provide a new method and approach to analyzing the response relationships between well water level and earth tide and barometric pressure. The results show that Luguhu Well and 9 other wells are affected by earth tides, and their well water level amplitude ratios and phases are relatively stable; the Nanxi Well and Dayao Well water level changes are affected by the barometric pressure combined with tide force, and their well water level amplitude ratios and phases are more discrete. The water level amplitude ratios and phases of Jiangyou Well, Luguhu Well and Dongchuan Well are significant to large earthquakes, and the relationship between seismic energy density and water level amplitude ratios and phases of M2 wave of the three wells are presented. 相似文献
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以中国大陆一百个地电场台站的数据为分析基础，将潮汐地电场分类为近正弦形的TGF-A型和近梯形的TGF-B型.TGF-A型地电场与固体潮汐密切关联，基本分布在大面积水域附近，并与附近水域面积和距离、岩性结构、构造活动等因素有关.TGF-B型地电场与气潮作用产生的空间Sq电流关系密切，并与岩石饱和度、渗透率等有关.TGF-A型波形畸变揭示了岩石所受应力可能出现变异，导致岩石裂隙水周期性渗流突变；TGF-B型背景值跃变可能是岩石微破裂加剧导致地下水向破裂区渗流.两类潮汐地电场变异的机理可能是地电场数据应用于强震短临分析的理论基础. 相似文献
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The nodal modulation of the diurnal (K1 and O1) and semi-diurnal (M2 and K2) tidal constituents at the coasts of the Mediterranean Sea and the eastern Atlantic is estimated and its spatial variability mapped. Fourteen hourly tide gauge records each spanning more than 18 years are considered in this analysis. Ten tide gauges are located in the Mediterranean Sea and four in the Bay of Biscay. The nodal modulation of the most energetic tidal constituent (M2) reaches up to 5 cm at the eastern Atlantic coasts, while within the Mediterranean Sea its modulation is in general less than 1.1 cm. The largest K2 nodal modulation found is 3.7 cm in the eastern Atlantic coasts. In the Mediterranean Sea, smaller modulation amplitudes, ranging between 0.4 and 1.4 cm are found. The K1 tide constituent has the largest amplitude nodal modulation within the Mediterranean Sea of 1.9 cm in the north Adriatic Sea, which is also larger than the modulation of this constituent at the eastern Atlantic coasts. The O1 tide constituent has the highest amplitude nodal modulation (1.4 cm) at the eastern Atlantic coasts. In the Mediterranean Sea the maximum value is 1 cm in the north Adriatic Sea. 相似文献
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First, we investigated some aspects of tsunami–tide interactions based on idealized numerical experiments. Theoretically, by changing total ocean depth, tidal elevations influence the speed and magnitude of tsunami waves in shallow regions with dominating tidal signals. We tested this assumption by employing a simple 1-D model that describes propagation of tidal waves in a channel with gradually increasing depth and the interaction of the tidal waves with tsunamis generated at the channel's open boundary. Important conclusions from these studies are that computed elevations by simulating the tsunami and the tide together differ significantly from linear superposing of the sea surface heights obtained when simulating the tide and the tsunami separately, and that maximum tsunami–tide interaction depends on tidal amplitude and phase. The major cause of this tsunami–tide interaction is tidally induced ocean depth that changes the conditions of tsunami propagation, amplification, and dissipation. Interactions occur by means of momentum advection, bottom friction, and variable water flux due to changing total depth and velocity. We found the major cause of tsunami–tide interactions to be changing depth. Secondly, we investigate tsunami–tide interactions in Cook Inlet, Alaska, employing a high-resolution 2-D numerical model. Cook Inlet has high tides and a history of strong tsunamis and is a potential candidate for tsunami impacts in the future. In agreement with previous findings, we find that the impacts of tsunamis depend on basin bathymetries and coastline configurations, and they can, in particular, depend on tsunami–tide interactions. In regions with strong tides and tsunamis, these interactions can result in either intensification or damping of cumulative tsunami and tide impacts, depending on mean basin depth, which is regulated by tides. Thus, it is not possible to predict the effect of tsunami–tide interaction in regions with strong tides without making preliminary investigations of the area. One approach to reduce uncertainties in tsunami impact in regions with high tides is to simulate tsunamis together with tidal forcing. 相似文献
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通过气压变化对重力观测的影响和大气潮对重力固体潮的负荷效应二方面的研究,得出将ＧＳ型重力仪置于密封装置,能使气压的影响降低１个数量级。 相似文献
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A simple mathematical model is described, which reproduces the major features of sand waves' appearance and growth and in particular predicts their migration speed. The model is based on the linear stability analysis of the flat configuration of the sea bottom subject to tidal currents.
Attention is focused on the prediction of the complex growth rate that bottom perturbations undergo because of both oscillatory fluid motions and residual currents. While the real part r of controls the amplification or decay of the amplitude of the bedforms, the imaginary part i is related to their migration speed.
Previous works on the migration of the sand waves (Németh etal. 2002) consider a forcing tide made up by the M2 constituent (oscillatory period equal to 12 h) plus the residual current Z0 and predict always a downcurrent migration of the bedforms. However, field cases exist of upcurrent-migrating sand waves (downcurrent/upcurrent-migrating sand waves mean bedforms moving in the direction of the steady residual tidal current or in the opposite direction, respectively).
The inclusion of a tide constituent characterized by a period of 6 h (M4) is the main novelty of the present work, which allows for the prediction of the migration of sand waves against the residual current Z0. Indeed, the M4 tide constituent, as does also the residual current Z0, breaks the symmetry of the problem forced only by the M2 tide constituent, and induces sand-wave migration.
The model proposed by Besio etal. (2003a) forms the basis for the present analysis. Previous works on the subject (Gerkema 2000; Hulscher 1996a,b; Komarova and Hulscher 2000) are thus improved by using a new solution procedure (Besio etal. 2003a) which allows for a more accurate evaluation of the growth rate for arbitrary values of the parameter r, which is the ratio between the horizontal tidal excursion and the perturbation wavelength.
Responsible Editor: Jens Kappenberg 相似文献
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本文概述了我国首次研制成功的ZQY-2型钻孔式气泡倾斜仪的工作原理和技术指标,对在北京香山和江苏徐州两个地震台四个试验钻孔中所取得的首批观测资料进行了调和分析.结果表明,该仪器灵敏度高,线性范围大,长期稳定可靠,安装调试方便,能清晰地记录地倾斜固体潮和长周期地震波,填补了我国井下倾斜仪的空白.各测孔主要潮波的γ因子相对一致,中误差有随深度增加而减小的趋势,其中北京香山50m测孔东西向连续90天资料的M2波γ因子中误差为±0.0046.仪器的主要技术指标和观测精度达到了同类仪器的国际先进水平. 相似文献
20.
鲁07井水位对固体潮滞后的处理 总被引：2，自引：0，他引：2
本文给出了一种计算考虑滞后影响的井水位固体潮系数的新方法，导出了计算固体潮系数和滞后时间的公式，给出了考虑滞后影响的井水位固体潮校正公式。以鲁07井为例，用该法求出其井水位固体潮系数为16.5mm/10^-8，水位对固体潮响应的滞后时间为0.48小时，与以胶的回归分析方法相比，校正后的水位中误差明显减小，校正效果比较好。 相似文献