Estimation of the 3D correlation structure of an alluvial aquifer from surface-based multi-frequency ground-penetrating radar reflection data     

Zhiwei Xu  James Irving  Kyle Lindsay  John Bradford  Peimin Zhu  Klaus Holliger 《Geophysical Prospecting》2020,68(2):678-689

Knowledge about the stochastic nature of heterogeneity in subsurface hydraulic properties is critical for aquifer characterization and the corresponding prediction of groundwater flow and contaminant transport. Whereas the vertical correlation structure of the heterogeneity is often well constrained by borehole information, the lateral correlation structure is generally unknown because the spacing between boreholes is too large to allow for its meaningful inference. There is, however, evidence to suggest that information on the lateral correlation structure may be extracted from the correlation statistics of the subsurface reflectivity structure imaged by surface-based ground-penetrating radar measurements. To date, case studies involving this approach have been limited to 2D profiles acquired at a single antenna centre frequency in areas with limited complementary information. As a result, the practical reliability of this methodology has been difficult to assess. Here, we extend previous work to 3D and consider reflection ground-penetrating radar data acquired using two antenna centre frequencies at the extensively explored and well-constrained Boise Hydrogeophysical Research Site. We find that the results obtained using the two ground-penetrating radar frequencies are consistent with each other, as well as with information from a number of other studies at the Boise Hydrogeophysical Research Site. In addition, contrary to previous 2D work, our results indicate that the surface-based reflection ground-penetrating radar data are not only sensitive to the aspect ratio of the underlying heterogeneity, but also, albeit to a lesser extent, to the so-called Hurst number, which is a key parameter characterizing the local variability of the fine-scale structure.  相似文献   

平面不规则基础隔震结构抗扭设计研究   总被引：1，自引：0，他引：1       下载免费PDF全文

黄小宁  王威  王宁  杜永峰 《地震工程学报》2020,42(5):1283-1288

针对平面不规则结构在水平地震作用下的振动特性，通过调整隔震层隔震支座的布置，得到3种不同工况的隔震层刚心与上部结构质心、刚心相对位置关系，分别以楼层位移和层间位移为指标的扭转位移比，作为平面不规则基础隔震结构扭转响应指标，利用弹塑性时程分析方法，通过对3种不同工况的扭转指标对比分析研究，提出适用于平面不规则基础隔震结构的抗扭设计方法。结果表明：对于平面不规则结构，应在保证隔震层扭转位移比小于1.2的基础上，使隔震层的刚心和上部结构的刚心分别位于上部结构质心的两侧，可有效控制上部结构的扭转。  相似文献   

考虑冲刷影响的筒型基础竖向极限承载力研究     

陆罗观  刘润  练继建  陈广思 《海洋工程》2019,37(3):69-77

大直径宽浅式筒型基础,阻水宽度大,在位工作期间受波浪海流作用,其周围土体易被冲刷。为研究单侧地基土体受冲刷后筒型基础的竖向极限承载力变化,通过引进冲刷率的概念,采用有限元方法研究了不同冲刷率下筒型基础的竖向极限承载力;并基于Meyerhof理论建立了计算不同冲刷率下筒型基础竖向极限承载力的极限平衡方法。研究结果表明,随着冲刷率增大,筒型基础的极限承载力出现不同程度的下降,当冲刷率为0.8时,即筒型基础单侧土体冲刷深度达6.4 m时,筒型基础的竖向极限承载力折减率为3.28%。建立的极限平衡算法可准确计算冲刷条件下筒型基础的竖向极限承载力。  相似文献   

山西省大同市新荣区石墨矿岩石矿物地球化学特征与成因     

梁钰琦  赵永  吴光存  张越  夏庆霖 《地球学报》2020,41(6):827-834

山西省大同市新荣区石墨矿带总体呈北东—南西向展布, 长约22 km, 赋矿层位为中下太古界右所堡组, 岩性为含石墨黑云斜长片麻岩。目前该矿带上已有7个勘查区, 累计查明晶质石墨矿物资源量约 5000万吨, 但对其矿床成因类型研究相对较少。本文收集整理和分析总结了区域内地质资料及化验分析结果, 采用变质岩原岩恢复的四种方法确定该矿带的成因: 从石墨矿带的矿体产状和岩石组合、岩相学和矿物学特征定性判断该矿带矿床为沉积岩区域深变质成矿类型; 矿体样品地球化学微量元素比值(Sr:Ba等)符合副变质岩特征; 稀土元素配分曲线及其研究表明矿体及围岩具有沉积岩变质特征; 以TiO2-F图解、[(al+fm)–(c+alk)]/Si图解以及(al-alk):c图解展示的岩石化学特征半定量地确认新荣区石墨矿带矿床为以黏土岩为主的区域变质成矿。新荣区石墨矿带成因类型的确定填补了该区域矿床成因类型研究的空白, 为下一步地质找矿及建模提供了重要依据; 三种图解相结合, 逐步缩小原岩范围, 锁定原岩类型, 为变质岩原岩恢复及矿床成因研究提供了新的思路和判别方法。  相似文献   

基于深度置信网络的GNSS-IR土壤湿度反演     

陈堃  沈飞  曹新运  朱逸凡 《测绘通报》2020,(9):100-105

基于大地测量型GNSS接收机获取的反射信号反演土壤湿度是GNSS领域的研究热点。为克服常规线性回归和BP神经网络算法等的缺陷，本文提出了一种基于深度置信网络的GNSS-IR土壤湿度反演方法。试验结果表明，基于该方法得到的决定系数、土壤湿度平均绝对误差和均方根误差分别为0.909 8、0.017、0.021，与线性回归和BP神经网络算法相比，与实测数据吻合度更高，可有效提高土壤湿度反演精度，证明了方法的有效性和可靠性。  相似文献   

基于噪声谱比法的内蒙古西部地区台站场地响应研究     

张珂  王鑫  王树波  张红才  宋晓燕 《大地测量与地球动力学》2020,40(6):646-651

利用内蒙古西部12个台站的地脉动噪声数据，采用噪声谱比法研究台站的场地响应情况。分析表明，台站场地响应按曲线形态可分为3类，且可能受地形地貌、局部构造和台基状况等条件影响。对比分析噪声谱比法与Moya方法的场地响应结果发现，场地响应曲线形态基本一致，只有极少数台站存在明显差异。结果表明，内蒙古西部区域大部分台站的台基状况总体较好，场地响应曲线较为平坦，无明显频率放大点。  相似文献   

强震动记录H/V谱比法计算处理的若干关键环节     

姚鑫鑫  任叶飞  温瑞智  戴嘉伟 《震灾防御技术》2019,14(4):719-730

强震动记录H/V谱比法自提出以来，已广泛应用于地震工程各研究领域中。但对数据处理的2个关键环节——Taper预处理及傅氏谱平滑未有详细研究。因此，本文针对强震动记录H/V谱比法计算涉及的重要数据处理过程，对四川地区19个强震动台站在汶川地震余震中获取的642组强震动记录开展研究。研究实例表明:S波H/V谱比振幅在周期 < 1s时高于全时程，论证计算H/V谱比时截取S波窗口的必要性；S波窗口的截断会引起傅里叶振幅谱的边瓣效应，若不加以处理，将显著影响低频部分H/V谱比结果，Taper预处理对于消除这种截断误差具有良好效果；在兼顾平滑效果及卓越周期识别准确度的基础上，通过不同带宽的Parzen窗试算，认为0.5Hz带宽宜用于傅里叶H/V谱比曲线平滑。  相似文献   

山东黄县盆地古近系李家崖组含煤岩系沉积相特征及演化          下载免费PDF全文

孔凡飞  贾强  李增学  吕大炜  刘海燕  王东东  韩乔羽 《古地理学报》2019,21(3):469-478

山东黄县盆地是中国东部一个重要的煤和油页岩共生盆地,古近系李家崖组是盆地主要的含煤岩系发育层段。根据层序地层学理论,建立了古近系层序地层格架;依据钻测井、岩心资料划分了李家崖组的沉积相类型,编制了分体系域的沉积相图。主要结论如下:(1)李家崖组发育湖泊、辫状河三角洲以及扇三角洲3种沉积相类型。(2)层序Ⅰ低水位体系域以辫状河三角洲相为主,湖扩展体系域以扇三角洲相和湖泊相为主,高水位体系域以扇三角洲相为主;层序Ⅱ低水位体系域以辫状河三角洲相为主,湖扩展体系域以扇三角洲相和湖泊相为主,高水位体系域以湖泊相为主。(3)层序Ⅰ发育时期: 低水位期盆地初始形成—湖扩展期盆地扩张—高水位期盆地萎缩;层序Ⅱ发育时期: 低水位期盆地再次缓慢扩张—湖扩展期盆地加速扩张—高水位期盆地萎缩消亡。  相似文献   

Decadal link between longitudinal morphological changes in branching channels of Yangtze estuary and movement of the offshore depo-center     

Boyuan Zhu  Yao Yue  Alistair G.L. Borthwick  Wenjun Yu  Enhang Liang  Jinwu Tang  Yuanfang Chai  Yitian Li 《地球表面变化过程与地形》2020,45(11):2689-2705

In estuaries, the morphology of inland and offshore areas usually evolves synergistically. This study examines the decadal link between longitudinal changes in morphology of branching channels and movement of the offshore depo-center (where sediment deposition rate is maximum) of the Yangtze River estuary, under intense human interference. Integrated data analysis is provided on morphology, runoff discharge, and ebb partition ratio from 1950 to 2017. Channel-volume reductions and change rates between isobaths in branching channels reflect the impact of estuarine engineering projects. Ebb partition ratio and duration of discharge ≥ 60 000 m³ s^-1 act as proxies for the water excavating force in branching channels and runoff intensity. It is found that deposition occurs in the lower/upper sub-reaches (or further downstream/upstream channels) of the inland north/south branching channels, and the offshore depo-center moves southward or southeastward, as runoff intensity grows; the reverse occurs as runoff intensity declines. This is because the horizontal circumfluence in the Yangtze estuary rotates clockwise as ebb partition ratios of the north/south branching channels increase/decrease for increasing runoff, and conversely rotates anticlockwise for decreasing runoff. Land reclamation activities, the Deepwater Channel Project, and the Qingcaosha Reservoir have impacted greatly on longitudinal changes of morphology in the North Branch and the South Passage and on ebb partition ratio variations in the North/South Channel and the North/South Passage. Dam-induced runoff flattening has enhanced deposition in the upper/lower sub-reaches of the north/south branching channels and caused northward movement of the offshore depo-center, except in areas affected by estuarine engineering projects. Dam-induced longitudinal evolution of branching channel morphology and offshore depo-center movement will likely persist in the future, given the ongoing construction of large cascade dams in the upper Yangtze and the completion of major projects in the Yangtze estuary. © 2020 John Wiley & Sons, Ltd.  相似文献   

少筋混凝土重力式桥墩抗震研究现状          下载免费PDF全文

鲁锦华  陈兴冲  丁明波  张熙胤 《世界地震工程》2020,(1):125-136

我国铁路桥梁普遍采用少筋混凝土重力式桥墩（配筋率<0.5%），现有普通钢筋混凝土结构的延性抗震理论不适用于该类型桥墩。为了促进我国铁路重力式桥墩抗震理论的发展，详细论述了我国少筋混凝土重力式桥墩的研究现状和存在问题。首先，对少筋混凝土重力式桥墩的破坏特征及破坏机理进行了总结；其次，分析了各参数对少筋混凝土重力式桥墩抗震性能的影响；再次，对目前少筋混凝土重力式桥墩的抗震设计方法进行了汇总与分析；最后，对少筋混凝土重力式桥墩的数值分析模型进行了归纳与分析。通过对现有研究的汇总发现:目前对少筋混凝土重力式桥墩的试验研究主要以拟静力方法为主，还缺少振动台试验研究其动力状态下的破坏机理及抗震性能；少筋混凝土重力式桥墩的破坏机理及其与各影响因素之间的定量关系还不明确；已提出的少筋混凝土重力式桥墩的抗震设计方法存在塑性铰区计算不合理等问题，还需要进一步的完善。为少筋混凝土重力式桥墩抗震研究提供了方向。  相似文献