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1.
利用多源项目获得的补充加密GNSS观测资料计算研究区高空间分辨率的GNSS水平运动速度场和应变率场,采用地震波形资料,通过CAP方法求解震源机制解,在此基础上使用阻尼区域应力反演方法分析川滇地块区域构造应力场的空间分布特征。结合主要断裂的活动特性,综合分析川滇地区的地壳形变特征。结果表明:1)块体浅部的最大主压应力与地表的最大主压应变率由SSE向转变为近SN向,呈现出较好的一致性,GNSS观测至少可反映20 km以内的地壳形变;2)川滇块体南部的东向滑移和顺时针旋转,可能受青藏高原推挤、华南块体阻挡及印度板块与欧亚板块之间北向运动速率自西向东递减而形成的右旋剪切拖拽作用的顺时针力偶的综合影响;3)川滇块体在综合力偶作用下SE向挤出和顺时针旋转的同时,受到走滑逆冲断裂带的吸收转换,使得青藏高原物质SE向挤出有限。  相似文献   
2.
收集2 291个来源于NIED F-net宽频带地震台网中心MW≥3.0地震的震源机制解,采用MSATSI构造应力反演方法,得到反映应力相对大小的R值的量θ和3个主应力轴的方位角与倾伏角,同时反演出每个网格的极射赤平投影P、T轴。以3D应力反演为导向,采用矩阵网格分区的方法,以纬度、经度、深度为坐标,将发生在每一区域的震源机制解投射到相应的矩阵区中,并反演出每个矩阵网格点的应力场变化及分布情况。反演结果表明,与板块交接的浅部区域不仅受到太平洋板块的挤压俯冲,同时也受北美板块的斜插作用;东北区域的深震为Benioff带俯冲作用的结果。  相似文献   
3.
西南高山峡谷区是我国重大铁路交通工程规划建设的重点区域,如川藏铁路建设等,深埋、长大隧道数量多,常规垂直孔勘察方法无法满足精细化地质勘察的需求。采用水平定向勘察技术沿隧道设计轴线施工水平定向孔为隧道勘察提供了一种有效的手段。水平定向勘察技术的核心包括钻进技术、取心技术、钻孔轨迹控制技术、随钻测量/随钻测井技术、综合测井技术等。结合国内外水平定向勘察技术的发展应用现状,分析了目前存在的问题,提出了开展单次钻探长度超3000 m的水平定向多工艺钻进关键技术与装备攻关,构建安全、高效、经济合理的水平定向勘察技术体系的建议。  相似文献   
4.
针对高精度GNSS定向应用场景,通过实验对比对低成本单频u-blox接收机的数据质量和解算精度。结果表明,u-blox接收机GPS、BDS观测值的信噪比略低于测量型接收机;伪距精度分别为0.91 m、0.56 m,相位精度分别为1.35 cm、1.20 cm。在静态观测环境下,u-blox的定向精度可以达到航向0.2°/m和俯仰0.4°/m;动态环境下解算结果稍差,但也可以达到航向0.3°/m和俯仰0.6°/m,略低于高成本测量型接收机单频数据的实时动态定向精度。  相似文献   
5.
1973-2018年青海湖岸线动态变化   总被引:2,自引:2,他引:0  
青海湖独特的地理位置使得其不仅对环湖周边区域气候起着天然调节器的作用,而且还拥有丰富的湖岸线资源,准确、及时地掌握青海湖岸线动态变化对保护沿湖生态环境有重要意义.因此本文基于1973-2018年Landsat MSS/TM/OLI遥感影像和1961-2017年实测水位资料,对青海湖岸线动态变化及对鸟类栖息地的影响进行研究,同时结合面积、水位及气象数据讨论了影响岸线变化的主要因素.研究表明:1)近45年来青海湖岸线发生变化最大的区域是东岸的沙岛,西岸的鸟岛、铁布卡湾及北岸沙柳河入口区域.尤其自2004年以来,鸟岛地区岸线后退距离最大(5.52 km),鸟类栖息地扩张约97.94 km2,为鸟类提供了较好的栖息环境.(2)1973-2018年青海湖岸线长度以0.88 km/a的速率逐渐延长.1997年之前岸线长度呈较为平稳的上升趋势,1997-2004年呈波动下降趋势,2004年之后呈剧烈波动增加趋势,岸线曲折性也表现出相同的变化趋势.(3)总体上岸线长度和曲折性受水位和面积的影响并不显著,但在不同的水位情况下,二者对青海湖动态变化做出不同的响应.尤其当水位小于3193.3 m或面积小于4249.3 km2时,岸线曲折性会随着水位和面积变化呈现相同的变化趋势,而水位高于3193.3 m时,岸线曲折性一直在增加,且水位上升速率越大则曲折性年际变化越大.(4)1973-2004年间青海湖水位下降和土地沙漠化是造成湖岸线变化的直接成因,人类活动及草场退化加速了湖泊岸线的变迁.2004年之后,随着青海湖水位回升与面积扩张,岸线逐渐后退,尤其在2017-2018年岸线后退距离最大.  相似文献   
6.
The systematic discrepancies in both tsunami arrival time and leading negative phase (LNP) were identified for the recent transoceanic tsunami on 16 September 2015 in Illapel, Chile by examining the wave characteristics from the tsunami records at 21 Deep-ocean Assessment and Reporting of Tsunami (DART) sites and 29 coastal tide gauge stations. The results revealed systematic travel time delay of as much as 22 min (approximately 1.7% of the total travel time) relative to the simulated long waves from the 2015 Chilean tsunami. The delay discrepancy was found to increase with travel time. It was difficult to identify the LNP from the near-shore observation system due to the strong background noise, but the initial negative phase feature became more obvious as the tsunami propagated away from the source area in the deep ocean. We determined that the LNP for the Chilean tsunami had an average duration of 33 min, which was close to the dominant period of the tsunami source. Most of the amplitude ratios to the first elevation phase were approximately 40%, with the largest equivalent to the first positive phase amplitude. We performed numerical analyses by applying the corrected long wave model, which accounted for the effects of seawater density stratification due to compressibility, self-attraction and loading (SAL) of the earth, and wave dispersion compared with observed tsunami waveforms. We attempted to accurately calculate the arrival time and LNP, and to understand how much of a role the physical mechanism played in the discrepancies for the moderate transoceanic tsunami event. The mainly focus of the study is to quantitatively evaluate the contribution of each secondary physical effect to the systematic discrepancies using the corrected shallow water model. Taking all of these effects into consideration, our results demonstrated good agreement between the observed and simulated waveforms. We can conclude that the corrected shallow water model can reduce the tsunami propagation speed and reproduce the LNP, which is observed for tsunamis that have propagated over long distances frequently. The travel time delay between the observed and corrected simulated waveforms is reduced to <8 min and the amplitude discrepancy between them was also markedly diminished. The incorporated effects amounted to approximately 78% of the travel time delay correction, with seawater density stratification, SAL, and Boussinesq dispersion contributing approximately 39%, 21%, and 18%, respectively. The simulated results showed that the elastic loading and Boussinesq dispersion not only affected travel time but also changed the simulated waveforms for this event. In contrast, the seawater stratification only reduced the tsunami speed, whereas the earth's elasticity loading was responsible for LNP due to the depression of the seafloor surrounding additional tsunami loading at far-field stations. This study revealed that the traditional shallow water model has inherent defects in estimating tsunami arrival, and the leading negative phase of a tsunami is a typical recognizable feature of a moderately strong transoceanic tsunami. These results also support previous theory and can help to explain the observed discrepancies.  相似文献   
7.
The current study provides long-term catch-rate, biological and feeding data for smooth hammerhead sharks, Sphyrna zygaena, caught in South Africa’s KwaZulu-Natal bather protection programme. In total, 2 512 S. zygaena were caught in net installations between 1978 and 2014, and 72 S. zygaena were caught on drumlines between 2007 and 2014. There was no significant log-linear year trend in the net catch rate over time (slope = 0.0054, t = 1.808, p = 0.07). However, there was a significant temporal increase in mean size of the captured sharks (slope = 0.0012, t = 3.502, p < 0.001). A quasi-Poisson generalised additive mixed model showed that increasing latitude, winter months, colder sea temperatures and the deployment of drumlines all had a significant positive effect on the catch rate of sharks in nets. The size frequency of the catch was unimodal, with significantly more females caught in the nets and more males on the drumlines. The majority (93.1%) of all sharks caught were immature and measured between 80 and 120 cm precaudal length. Teleosts and cephalopods dominated the sharks’ diet in terms of all dietary indices. The prey species consumed indicate that immature S. zygaena are feeding primarily within the pelagic zone of shallow coastal habitats.  相似文献   
8.
The focal mechanism solution on the seismic fault plane can reflect the geometric and kinematic characteristics of faults, and it is an important way to further study the fine structure of fault plane. From the focal mechanism solution of the earthquakes around the Dujiangyan fault in Longmenshan fault zone, we derived the average dip angle of Dujiangyan fault is 45.1° based on the seismic moment tensor theory. In order to refine the fault geometry structure, this paper decomposed it into multiple sub-fault planes along the length and width of the fault plane and forms a number of models A13, B13, A23 a, A23 b, A23 c, B23 a,B23 b and B23 c, then calculated the sub-fault's dip of each model. In order to clarify exactly which one of the fault models is closest to the real fault model, the fault slip was carried out for each model in turn, then compared the surface displacement of each model with GPS observations. The results show that B23 c model with high dip in shallow and small dip in deep is the best model, the lengths of each subfault of Dujiangyan fault from south to north are 33 km, 21 km and 46 km, respectively. When the depth of the fault bottom is about 11 km, the dip angles are 70.56°, 67.41° and 45.55°.When the depth of the fault bottom is about 30 km, The fault dip angles are 44.55°, 29.18° and 44.25°.  相似文献   
9.
为了确定山西台网基于“山西2015速度模型”的相对固定的定位方法,选择2010~2016年最大空隙角小于45°、参与定位台站数大于40的103个地震事件,分别采用单纯形法、Hypo2000、Hyposat结合PTD等3种方法重新测定。结果显示,单纯形法和Hyposat结合PTD测定的残差以及网缘地震的震中距两方面均优于Hypo2000;在震源深度方面,Hyposat结合PTD的结果较为可信。综合分析认为,基于“山西2015速度模型”定位地震时,山西台网应固定使用Hyposat结合PTD的方法。  相似文献   
10.
青藏高原地质构造活跃,内外动力作用强烈,加之气候异常变化,区内大型滑坡发育。以雅鲁藏布江断裂附近新发现的拉岗村古滑坡为研究对象,在现场调查、槽探揭露、地质测年和工程地质分析等基础上,对其发育特征及成因机制进行了分析研究。研究表明,(1)拉岗村滑坡属巨型岩质滑坡,体积达3.6×107 m3,最大水平滑动距离约3050m,滑坡后壁与堆积体前缘高差达965m,最大运动速率达78.1m/s,具明显高速远程特征;(2)受冷冻风化和冰体"楔劈"作用影响,滑坡后部岩体崩裂,全新世以来气候变化冰川逐渐消退,融雪降水入渗加剧劣化岩体结构,降低岩体强度;(3)根据14 C和10Be测年结果,拉岗村古滑坡形成于距今4140~9675a,沿雅鲁藏布江断裂发生的强震可能是该滑坡的直接诱因,岩体受到地震抛掷力作用,原有节理裂隙和新生破裂面发生张剪-拉裂破坏迅速贯通,首先沿断裂附近碎裂结构岩体发生破坏,上部岩体随之失稳并高速下滑。该研究可为认识青藏高原断裂带内大型古滑坡的形成机理提供借鉴。  相似文献   
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