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91.
利用重磁反演软件,对2017年8月冀鲁豫交界区流动地磁总强度数据进行处理并解析延拓,研究该区岩石圈磁场及其深部、浅表磁场异常分布特征与地下介质磁化率结构的性质。结果表明:冀鲁豫交界区岩石圈磁场异常分布是岩石圈浅表与深部磁异常综合叠加的结果,岩石圈地下介质的浅表与深部磁化率结构具有一定差异性,且受断裂控制呈分段性特征,可能与该区域复杂的岩石圈磁化率结构及地质构造有关。  相似文献   
92.
冠层型水草轮叶黑藻在富营养情况下,生长迅速,覆盖水面,对于草甸型水草密刺苦草具有明显的竞争优势.为控制轮叶黑藻的竞争优势,于湖北省鄂州市团头鲂原种场的一个池塘进行了原位围隔(10 m×10 m)实验,研究不同密度(0、0.5和1尾/m2)团头鲂牧食作用对轮叶黑藻和密刺苦草群落结构的影响,并通过无人机数字图像处理获取水草覆盖度信息.实验过程中,沉水植物总覆盖度未发生变化.研究发现,团头鲂选择性牧食使得密刺苦草生物量和覆盖度显著增加.随着牧食强度的加大,团头鲂对轮叶黑藻的控制效果显著,放养密度为1尾/m2的围隔中轮叶黑藻比例降幅最明显.群落中轮叶黑藻与密刺苦草的生物量之比迅速下降,由6.14减少至0.002,覆盖度之比由4.88左右减少至约1.44.图像处理结果与实际采样情况相吻合,且通过误差矩阵得到图像分类平均精度达到90%以上,表明无人机数字图像处理在一定条件下可以作为获取沉水植物覆盖度的一种有效辅助手段.实验结束后,1尾/m2组的围隔中密刺苦草成为优势种,其植株密度、株高、株重和单株叶片数均显著增加,草甸更加密实.实验结果表明,放养1尾/m2密度的团头鲂可以有效控制轮叶黑藻并维持密刺苦草种群优势,结果为团头鲂对湖泊沉水植物群落的控制提供了参考.  相似文献   
93.
云南小江流域为典型干热河谷区,该区域干热少雨,流域内泥石流沟众多,生态环境十分脆弱.2017年4月和9月对小江流域的吊嘎河、蒋家沟、蓝泥坪沟、清水沟、陶家小河5条泥石流沟及小江干流开展了系统调查,旨在摸清5条泥石流沟及小江干流河流地貌、水环境及底栖动物群落现状,分析不同河床结构发育程度的泥石流沟间的底栖动物群落差异,揭示底栖动物对反映河床结构发育程度的河流地貌特征参数凹凸度的响应关系.调查期间于5条泥石流沟及小江干流中共采集到底栖动物70种,隶属于4门6纲38科69属,其中环节动物6种,软体动物2种,节肢动物61种,扁形动物1种.从种类类群来看,5条泥石流沟及小江干流的底栖动物物种数、密度、生物量上均以节肢动物占绝对优势,分别占总量的78.0%~92.5%、98.7%~100%、65.0%~100%.从功能摄食类群上来看,5条泥石流沟及小江干流底栖动物密度上均以直接收集者为主,占总量的74.3%~96.3%.回归分析表明,5条泥石流沟中底栖动物物种数、密度及生物量均与河流地貌特征参数凹凸度呈正相关关系,由此可见,发育良好的河床结构在维持河流地貌稳定和改善河流生态方面起着举足轻重的作用.本研究结果可为小江流域山区河流泥石流沟河床结构重建及生态修复提供科学依据.  相似文献   
94.
雷瑾  史小丽  张民  李胜男  陈开宁  杨州 《湖泊科学》2019,31(6):1559-1569
超微真核藻个体微小、比表面积大,具有高效的碳吸收速率,对水体初级生产力具有重要的贡献.目前对淡水超微真核藻的认知还非常有限.于2017年5月对白洋淀进行采样调查,结合流式细胞术和高通量测序技术探究了白洋淀超微真核藻群落结构的空间分布特征及关键环境影响因子.结果表明,白洋淀超微真核藻的平均丰度为7.59×104cells/ml,且随着营养水平的升高呈现先增加后降低的变化趋势.回归分析表明,超微真核藻丰度在中营养水平水域主要受溶解性总磷和TN/TP影响,在富营养水域主要与盐度有关.测序比对结果表明在纲水平上白洋淀超微真核藻主要以绿藻纲Chlorophyceae、硅藻纲Bacillariophyceae、中心硅藻纲Coscinodiscophyceae、金藻纲Chrysophyceae为主,不同区域差异不大.但在操作分类单元(Operation Taxonomy Units,OTU)水平上,超微真核藻群落结构在白洋淀不同营养状态湖区存在显著差异,中营养水域主要类群为栅列藻科Scenedesmaceae,近囊胞藻属Paraphysomona sp.,定鞭藻纲Haptophyceae和甲藻纲Dinophyceae为主,而富营养水域主要类群为红球藻科Haematococcaceae,金藻纲的Chromulinale sp.和Chrysophycea sp..Bioenv分析表明,对超微真核藻群落组成影响最大的环境因子是溶解性总氮、溶解性总磷、TN/TP、硝态氮、溶解氧.本研究表明超微真核藻的群落结构存在较明显的环境异质性,对白洋淀水体富营养化状态有很好的指示.  相似文献   
95.
There are thousands of seeps in the deep ocean worldwide; however, many questions remain about their contributions to global biodiversity and the surrounding deep‐sea environment. In addition to being globally distributed, seeps provide several benefits to humans such as unique habitats, organisms with novel genes, and carbon regulation. The purpose of this study is to determine whether there are unique seep macrobenthic assemblages, by comparing seep and nonseep environments, different seep habitats, and seeps at different depths and locations. Infaunal community composition, diversity, and abundance were examined between seep and nonseep background environments and among three seep habitats (i.e., microbial mats, tubeworms, and soft‐bottom seeps). Abundances were higher at seep sites compared to background areas. Abundance and diversity also differed among microbial mat, tubeworm, and soft‐bottom seep habitats. Although seeps contained different macrobenthic assemblages than nonseep areas, infaunal communities were also generally unique for each seep. Variability was 75% greater within communities near seeps compared to communities in background areas. Thus, high variability in community structure characterized seep communities rather than specific taxa. The lack of similarity among seep sites supports the idea that there are no specific infauna that can be used as indicators of seepage throughout the northern Gulf of Mexico, at least at higher taxonomic levels.  相似文献   
96.
在大规模深部岩体损伤过程中发生的裂隙尖端放电现象往往引发地下雷电,对该现象发生机理、表现规律的揭示有助于地震、岩爆等的临灾预报.不同于在岩土体中液固耦合界面上发生的自然电场异常机理,在岩土体内部发生的裂隙尖端放电可谓是引发自然电场异常的另一重要微观机制.本文基于现有裂隙尖端放电的研究成果,详细阐述了裂隙尖端放电发生的过程,解释了岩体损伤过程中自然电场异常产生的微观机理,并结合室内实验成果论述了自电位的主要特征;进行了理论推导,认为在大尺度岩体连续损伤过程中,自电位具有含脉冲状波动并整体下降的特征;开展了原位测试,结果证明人工采掘扰动下的深部岩体连续破坏的过程中,自电位在破坏前期缓慢下降,在破坏过程中会出现脉冲状波动,随着破坏程度的加剧整体呈现波动中下降的规律,与理论推导、室内实验结论都相符.对比室内实验和原位测试成果发现,随着研究目标的空间尺度由mm级别扩展到m的级别,自电位波动的幅值也从数十个mV扩展到数百甚至上千mV,故认为在利用自电位波动规律来预测岩体破坏状态时,须受研究对象的空间尺度的约束.此外,在原位测试中发现,自电位对岩体损伤过程的响应较直流电阻率而言具有时域上的超前优势,并对此现象进行了解释.  相似文献   
97.
We conduct the wave field separation of the gravity field for northern Henan Province and adjacent areas by the wavelet multi-scale decomposition method, and obtain multi-order gravity wavelet details and regional gravity field information. Then the Parker density surface inversion is used to invert the Moho interface. Based on the analysis of wavelet details in different orders and results of three seismic sounding profiles available in this area, we attempt to reveal the deep crustal structure of the study area. Research results show that the crustal structure is dominated by uneven density distribution accompanied by uplifts and depressions in the region with obvious heterogeneities of the density in horizontal and vertical directions. The gravity field characteristics in the middle-upper crust correspond to the surface topography, the lower crust is dominated by the large-scale high-low gravity anomalies, and several major depression basins show the characteristics of low velocity and low density. At the same time, the depth of the Moho interface changes greatly, which forms the block structure pattern of the regional crustal thickness. Among these features, the area with relatively large variations of the Moho is located in the transition zone of the basin to the Taihang Mountains, or exactly the Moho mutation belt. The Moho interface of the basin area as a whole is dominated by the uplift intertwined with local variations, of which the least and largest depths are 31km and 37km, respectively. Due to the gravity isostasy, the crustal thickness is larger(about 41km)in the northwest of the Taihang Mountains, with less average crustal density. In the study area, earthquakes tend to occur around the transition zone with density changes where the Moho is locally convex. The seismogenic mechanism may be associated with upwelling of upper mantle materials, low-velocity and low-density structures in the middle-lower crust and connection of deep large faults. Moreover, the deep large faults play a controlling role in the distribution of regional earthquakes.  相似文献   
98.
The seismic performance of tuned mass dampers (TMDs) on structures undergoing inelastic deformations may largely depend on the ground motion intensity. By estimating the impact of each seismic intensity on the overall cost of future seismic damages, lifecycle cost (LCC) proves a rational metric for evaluating the benefits of TMDs on inelastic structures. However, no incorporation of this metric into an optimization framework is reported yet. This paper presents a methodology for the LCC‐optimal design of TMDs on inelastic structures, which minimizes the total seismic LCC of the combined building‐TMD system. Its distinctive features are the assumption of a mass‐proportional TMD cost model, the adoption of an iterative suboptimization procedure, and the initialization of the TMD frequency and damping ratios according to a conventional linear TMD design technique. The methodology is applied to the seismic improvement of the SAC‐LA benchmark buildings, taken as representative of standard steel moment‐resisting frame office buildings in LA, California. Results show that, despite their limited performance at the highest intensity levels, LCC‐optimal TMDs considerably reduce the total LCC, to an extent that depends on both the building vulnerability and the TMD unit cost. They systematically present large mass ratios (around 10%) and frequency and damping ratios close to their respective linearly designed optima. Simulations reveal the effectiveness of the proposed design methodology and the importance of adopting a nonlinear model to correctly evaluate the cost‐effectiveness of TMDs on ordinary structures in highly seismic areas.  相似文献   
99.
The recent development of structure‐from‐motion (SfM) and multi‐view stereo (MVS) photogrammetry techniques has enabled semi‐automatic high‐resolution bathymetry using aerial images taken by consumer‐grade digital cameras mounted on unmanned aerial vehicles (UAVs). However, the applicability of these techniques is sometimes limited by sun and sky reflections at the water surface, which render the point‐cloud density and accuracy insufficient. In this research, we present a new imaging technique to suppress the effect of these water‐surface reflections. In this technique, we order a drone to take a short video instead of a still picture at each waypoint. We then apply a temporal minimum filter to the video. This filter extracts the smallest RGB values in all the video frames for each pixel, and composes an image with greatly reduced reflection effects. To assess the performance of this technique, we applied it at three small shallow‐water sites. Specifically, we evaluated the effect of the technique on the point cloud density and the accuracy and precision of the photogrammetry. The results showed that the proposed technique achieved a far denser point cloud than the case in which a randomly chosen frame was used for each waypoint, and also showed better overall accuracy and precision in estimating water‐bottom elevation. The effectiveness of this new technique should depend on the surface wave state and sky radiance distribution, and this dependence, as well as the applicability to large areas, should be investigated in future research. Copyright © 2018 John Wiley & Sons, Ltd.  相似文献   
100.
雷江 《地震工程学报》2018,40(3):432-437
传统低层建筑砌体结构动力特性分析中,易受到外界环境的干扰,砌体结构的完整性欠缺,导致动力特性分析的准确度较低。为提高低层建筑砌体结构的抗震性能,提出地震作用下低层建筑砌体结构的动力特性分析方法。首先利用低层建筑砌体结构反应自功率谱,完成砌体结构的自振频率辨认;然后通过941B型超低频率测振仪测试自振频率,筛出振动波形中噪声干扰的区域,获取时域波形和频域波形;最后依据时域波形和频域波形塑造低层建筑砌体三维精细化模型,在该模型基础上,通过子空间迭代算法获取低层建筑砌体结构的模拟结果,分析地震作用下芯柱、圈梁等构造措施对建筑砌体结构动力特征的影响,完成砌体结构的动力特性分析。实验结果表明,利用所提方法对地震作用下低层建筑砌体结构的动力特性进行分析,得到的分析结果准确度较高。  相似文献   
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