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991.
两种激光粒度仪测量湖泊沉积物粒度结果的对比   总被引:4,自引:1,他引:3  
湖泊沉积物粒度参数是湖泊沉积与环境演变研究中常用的环境指标,近年来激光粒度仪的发展和广泛使用更是促进了粒度指标的应用并在很大程度上提高了精度和效率.然而不同的激光粒度仪对于同一样品的测量会得到不同的结果,本文利用两种常见的激光粒度仪测量了西藏纳木错的两支岩芯,并对结果进行了对比分析.从仪器的重现性来看,Mastersizer2000型激光粒度仪要优于LS13320型激光粒度仪,而LS13320型激光粒度仪在对含量较少的细颗粒和粗颗粒的检测效果上优于Mastersizer2000型激光粒度仪;两种仪器得到的粒度参数d(0.1)和d(0.5)无论在变化趋势还是绝对数值上都较为相似,而d(0.9)的差异则较大.对比研究结果为利用湖泊沉积物粒度参数提取古环境信息研究提供了基础依据.  相似文献   
992.
Tianchi volcano in Changbaishan area is located at the border between China and Democratic People's Republic of Korea, and is one of the most dangerous volcanoes in China. It has experienced several explosive eruptions in late Pleistocene and Holocene, i.e. 50000aBP eruption, 946 AD eruption, 1668 AD eruption, 1702 AD eruption, 1903 AD eruption. Especially, the 946 AD eruption(also known as "Millennium eruption")of this volcano is considered to be one of the largest volcanic eruptions in the world in the past 2000a. The eruption history and strata sequence of Tianchi volcano have long been the focus of attention. The stratigraphic unit division of fallout deposits in the past millennium is controversial, especially for the heterogeneous trachytic pumices(erupted from the Yuanchi stage)above the off-white pumices(erupted from the Chifeng stage). In this paper, through the detailed field exploration and strata comparation, it was found that there was no depositional interval between the two stage eruptions, or the interval was not long, and thus, it is believed that two stages of fallout pumice should be classified into the Millennium eruption. The off-white fallout pumices in Chifeng stage are relatively homogeneous, with angular shape, normal grading and good sorting. The median size(MdΦ)and the sorting coefficient(σΦ)of Chifeng pumice are in the range of -4.25~-1.3 and 0.93~1.53, respectively. The eruption of Yuanchi stage is in pulsing pattern, and the strata show interbedding of rich khaki pumice layer and rich black pumice layer. The pumices with angular shape show inconspicuous grain grading and good sorting. The median size(MdΦ)and the sorting coefficient(σΦ)of Yuanchi pumice are in the range of -2.55~-0.6 and 1~1.68, respectively. Both the granularities of the pumice particles from two stages are normally distributed and fall into the air-fall field in the median diameter versus sorting diagram. The pumices from 50000aBP and pyroclastic flow of Millennium eruption were also shown in the diagram. Phenocrysts in pumices are mainly feldspar and pyroxene, but the phenocrysts with obvious resorbed characteristic in Yuanchi black pumice are bigger, and the phenocryst contents are a little higher than those in others. Feldspar content in off-white pumice in Chifeng stage was 0.24%~1.77%, that in khaki pumice in Yuanchi stage was 0.2%~7.5%, and that in black pumice in Yuanchi stage was 3.02%~8.0%. The phenocrysts in Chifeng pumice are broken, which represents more violent explosion. The vesicles inside the pumice also reflect the intensity of the eruption. The Chifeng pumices have large, continuous vesicles and thin vesicle walls. The Yuanchi khaki pumices have continuous vesicles but thicker vesicle wall than the Chifeng pumices. The vesicularity is the lowest and the vesicle walls are the thickest in the black pumices in Yuanchi stage, indicating the eruption strength become weaker from Chifeng stage to Yuanchi stage. The Chifeng pumices with SiO2 content of 69.12~72.71wt%, K2O content of 4.33~4.52wt%, Na2O content of 5.26~5.39wt%, Al2O3 content of 10.32~11.99wt%, CaO content of 0.29~0.95wt%, MgO content of 0.11~0.51wt%, TiO2 content of 0.23~0.43wt% are comendite in composition. The pumices from 50000aBP eruption are comendite in composition, and their SiO2 content(65.56~68.28wt%)is slightly lower than Chifeng pumices. The Yuanchi khaki pumices with SiO2 content of 62.14~63.29wt%, K2O content of 5.35~5.7wt%, Na2O content of 5.35~5.62wt%, Al2O3 content of 15.00~15.59wt%, CaO content of 1.06~1.61wt%, MgO content of 0.25~0.57wt%, TiO2 content of 0.4~0.64wt% belong to trachyte in composition, and are close to the composition of the black pumices on the Tianwen Peak. The Yuanchi black pumices are also trachyte in composition, but have obviously lower SiO2(59.51~60.59wt%), K2O(4.39~4.84wt%), and Na2O(4.94~5.08wt%)content, and higher Al2O3(15.81~16.42wt%), CaO(2.78~3.66wt%), MgO(1.43~1.9wt%), TiO2(1.04~1.4wt%)content than the khaki pumices. The above results show that the eruptive intensity of the Yuanchi stage is weaker than that of the Chifeng stage and the several magmatic compositions of pumices from the Millennium eruption reveal a complex magma system under the Tianchi volcano. The magma layers with different compositions may exist in the magma chamber contemporaneously. At Chifeng stage, only the upper comendite magma erupted, but the magma below erupted in the pulsing pattern at the Yuanchi stage.  相似文献   
993.
When using river geomorphology to study tectonic deformation, it is often difficult to distinguish the same level geomorphology in areas with severe weathering. In this paper, we take the geomorphologic surfaces of the Qingyijiang river basin as an example and try to distinguish the geomorphic surfaces by the sediment features that make up them. In order to distinguish different geomorphic surfaces, the traditional particle-size analysis method, SOFM network method and system clustering analysis method are taken to classify 29 samples from different geomorphic surfaces. The classification results of the three methods are different to a certain extent. We analyzed and compared the classification results of the three methods in detail. The results show that the traditional particle size analysis method, SOFM network method and cluster analysis method all can distinguish the geomorphic surface of different genesis, besides, they also can distinguish low-level terraces(T1, T2)and high-level terraces(T3, T4)for different grades of river terraces. Furthermore, the results also show that SOFM network method and cluster analysis method can make a certain distinction for the low-level terraces(T1, T2), while the traditional particle size analysis method is difficult to distinguish them. In addition, we analyzed and compared the three methods from the classification results, the results presentation, the operation process, and the error transmission. The results suggest that the advantages and disadvantages of the three methods are obvious. From the perspective of the classification results, the three methods all can distinguish the river terraces and alluvial fans and can make certain discrimination for different levels of river terraces. From the presentation of the results, the result of SOFM network is simple and clear. From the operation process, the traditional particle-size analysis method is relatively cumbersome, and the SOFM network method and the cluster analysis method are relatively simple to operate. From the perspective of error transmission, the traditional particle-size analysis method calculates the partial particle size feature value of the sample, which has a certain loss for the particle size distribution information of the whole sample. The error of the clustering analysis method has cumulative features and the influence exists consistently. The classification results of the SOFM network are independent of each other, which effectively avoids the problem of such error transmission of clustering analysis method. Overall, the classification results of the SOFM network method are simple and clear, the operation is simple, and the error is small. It has stronger adaptability to identifying different levels of different geomorphic surfaces. The results of this study will provide a simple and effective means for distinguishing different levels of geomorphic surfaces.  相似文献   
994.
Sedimentation – including erosion, transport, and deposition of coarse-grained particles – is a primary and growing environmental, engineering, and agricultural issue around the world. Soil erosion occurs when the hydrodynamic force induced by flowing water exceeds the geotechnical resistance of soils, as measured by critical shear stress for initiation of soil-particle motion. Even though various quantitative methods have been suggested with respect to different types of soil, the most widely accepted formula to estimate critical shear stress for coarse-grained soil is a direct function of the median grain size of the soil particles; however, the erosion resistance of soils also varies with other geotechnical properties, such as packing density, particle shape, and uniformity coefficient. Thus, in this study, a combined rolling–lift model for particle detachment was derived based on theoretical analysis. A series of experimental flume tests were conducted with specimens prepared with standard soil types, as well as laboratory-prepared mixtures of coarse-grained soil to validate the theoretical model and determine the effect of other geotechnical properties on the erosion characteristics of coarse grains, coupled with the effect of median particle size. The results indicated that the median grain size is the primary variable determining the resistance of coarse grains, but the critical shear stress also varies with the packing density of the soil matrix. In addition, angular particles show more erosion resistance than rounded particles, and the erosion potential of a soil decreased when the grain is well graded (higher value of uniformity coefficient). Additionally, regression analysis was performed to quantify the effect of each parameter on the critical shear stress of coarse grains. © 2020 John Wiley & Sons, Ltd.  相似文献   
995.
Research on tsunami-induced coarse-clast transport is a field of rising interest since such deposits have been identified as useful proxies for extreme-wave events (tsunamis, storm waves) that provide crucial information for coastal hazard assessment. Physical experiments are, beside in-situ observations, the foundation of our understanding of how boulders are transported by tsunamis and provide clues to the development of empirical equations and numerical models describing the processes and fundamental mechanics. Nevertheless, investigating tsunami-induced boulder transport is a comparatively young discipline and only a few experimental studies focusing on this topic have been published so far. To improve the knowledge on nearshore tsunami hydrodynamics, physical experiments utilizing real-world boulder shapes have been carried out simulating three different shore types in a wave flume. Crucial insights were gained into boulder transport hydrodynamics and data resulting from the experiments were analysed in an empirical, statistical, quantitative and qualitative manner. The regular cuboid boulder – one of the specific shapes used in the experiments – showed the longest transport distances compared to a complex, natural boulder and a flat cuboid boulder, but also significant fluctuations regarding the total transport distance. The experiments indicate a strong influence of the shore shape on boulder transport behaviour. Experimental setups of increased mean transport distances also led to a higher spreading of results. This spreading was further amplified between the idealized-shaped cuboid and the complex-shaped boulder, which is associated with a lower drag coefficient. Due to the highly sensitive boulder reaction to divergent experimental setups, the need to recognize boundary conditions overcoming commonly considered parameters (e.g. roughness or Flatness Index) in field studies and numerical models is underlined. Beside the strong influence of initial boulder submergence and alignment, both the boulder shape and shore type influence the boulder transport pattern, increasing the total transport distance by more than 350% in some cases. © 2020 The Authors. Earth Surface Processes and Landforms published by John Wiley & Sons Ltd  相似文献   
996.
A deeper understanding of the sediment characteristics associated with rock fragment content can improve our knowledge of the erosional processes and transport mechanisms of sediments on steep rocky slopes. This research used simulated rainfall experiments lasting for 1 h at a rate of 90 mm h−1 and employed 5 × 1 × 0.4 m parallel troughs filled with purple soils with different rock fragment volumetric contents (0, 5, 10, 20, 30 and 40%) on a 15° slope gradient. For each simulated event, runoff and sediment were sampled at 1- and 3-min intervals, respectively, to study, in detail, the temporal changes in the size distributions of the eroded sediments. The results show that sediment concentrations, soil erosion rates and soil loss ratios significantly decreased as rock fragment content increased for rock fragment contents from 0 to 40% in purple soils. During the transportation process, clay particles often formed aggregates and were then transported as larger particles. Silt particles were more likely to be transported as primary particles with a low degree of sediment aggregation. Sand-sized particles, which constituted a greater proportion of the original soil than the eroded sediments, were formed from other fine particles and transported as aggregates rather than as primary particles. Suspension-saltation, which mainly transports fine particles of 0.02–0.05 mm and coarse particles larger than 0.5 mm in size, was the most important transport mechanism on steep rocky slopes. The results of this study can help to explain the inherent laws of erosional processes on steep rocky slopes and can provide a foundation for improving physical models of soil erosion. © 2019 John Wiley & Sons, Ltd.  相似文献   
997.
庞炜  何文贵  张波 《地震研究》2019,42(1):120-132,I0002
临泽断裂在地貌上可见3条断层陡坎,总体走向NNW,最长约8 km,东侧和中间陡坎主体倾向E,西侧陡坎倾向W。①利用差分GPS对3条断层陡坎进行了详细的测量,发现临泽断层陡坎较低,局部发育多级断层陡坎,坡角较缓,高度几十厘米至1米多;②在临泽断裂上选取4个探槽剖面进行古地震分析、样品采集和年代测试,发现东侧和中间的断层陡坎为正断层所控制,西侧的断层陡坎为逆断层所控制;③探槽开挖揭露出晚更新世晚期以来,临泽断裂上发生过4次古地震事件,时间分别为(8 895±125)a B.P.之前、(7 245±75)a B.P.~(6 190±20)a B.P.、(5120±20)a B.P.~(4.8±0.5)ka和(2 550±50)a B.P.~(2 326±64)a;④全新世以来可以确定3次事件,较早一次事件与榆木山北缘断裂上较早一次古地震事件时间比较吻合,说明临泽断裂可能是榆木山断裂向河西走廊内部继续活动的延伸;最后一次古地震事件的离逝时间约为2 500 a,表明临泽断裂全新世活动一直比较强烈。  相似文献   
998.
River system measurement and mapping using UAVs is both lean and agile, with the added advantage of increased safety for the surveying crew. A common parameter of fluvial geomorphological studies is the flow velocity, which is a major driver of sediment behavior. Advances in fluid mechanics now include metrics describing the presence and interaction of coherent structures within a flow field and along its boundaries. These metrics have proven to be useful in studying the complex turbulent flows but require time‐resolved flow field data, which is normally unavailable in geomorphological studies. Contactless UAV‐based velocity measurement provides a new source of velocity field data for measurements of extreme hydrological events at a safe distance, and could allow for measurements of inaccessible areas. Recent works have successfully applied large‐scale particle image velocimetry (LSPIV) using UAVs in rivers, focusing predominantly on surficial flow estimation by tracking intensity differences between georeferenced images. The objective of this work is to introduce a methodology for UAV based real‐time particle tracking in rivers (RAPTOR) in a case study along a short test reach of the Brigach River in the German Black Forest. This methodology allows for large‐scale particle tracking velocimetry (LSPTV) using a combination of floating, infrared light‐emitting particles and a programmable embedded color vision sensor in order to simultaneously detect and track the positions of objects. The main advantage of this approach is its ability to rapidly collect and process the position data, which can be done in real time. The disadvantages are that the method requires the use of specialized light‐emitting particles, which in some cases cannot be retrieved from the investigation area, and that the method returns velocity data in unscaled units of px/s. This work introduces the RAPTOR system with its hardware, data processing workflow, and provides an example of unscaled velocity field estimation using the proposed method. First experiences with the method show that the tracking rate of 50 Hz allows for position estimation with sub‐pixel accuracy, even considering UAV self‐motion. A comparison of the unscaled tracks after Savitzky–Golay filtering shows that although the time‐averaged velocities remain virtually the same, the filter reduces the standard deviation by more than 40% and the maxima by 20%. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   
999.
整理2016年1月21日1时13分青海门源M_S 6.4地震数字化形变观测资料,分析此次地震同震响应记录,重点研究地倾斜同震响应随空间的变化特征。结果发现:地倾斜同震响应与地震台站位置有关,对于不同台站,同震响应具有不同的变化形态。统计认为,同震响应曲线形态具有的优势指向对发震断层走向具有一定指示意义。  相似文献   
1000.
Quantifying sediment flux within rivers is a challenge for many disciplines due, mainly, to difficulties inherent to traditional sediment sampling methods. These methods are operationally complex, high cost, and high risk. Additionally, the resulting data provide a low spatial and temporal resolution estimate of the total sediment flux, which has impeded advances in the understanding of the hydro-geomorphic characteristics of rivers. Acoustic technologies have been recognized as a leading tool for increasing the resolution of sediment data by relating their echo intensity level measurements to suspended sediment. Further effort is required to robustly test and develop these techniques across a wide range of conditions found in natural river systems. This article aims to evaluate the application of acoustic inversion techniques using commercially available, down-looking acoustic Doppler current profilers (ADCPs) in quantifying suspended sediment in a large sand bed river with varying bi-modal particle size distributions, wash load and suspended-sand ratios, and water stages. To achieve this objective, suspended sediment was physically sampled along the Paraná River, Argentina, under various hydro-sedimentological regimes. Two ADCPs emitting different sound frequencies were used to simultaneously profile echo intensity level within the water column. Using the sonar equation, calibrations were determined between suspended-sand concentrations and acoustic backscatter to solve the inverse problem. The study also analyzed the roles played by each term of the sonar equation, such as ADCP frequency, power supply, instrument constants, and particle size distributions typically found in sand bed rivers, on sediment attenuation and backscatter. Calibrations were successfully developed between corrected backscatter and suspended-sand concentrations for all sites and ADCP frequencies, resulting in mean suspended-sand concentration estimates within about 40% of the mean sampled concentrations. Noise values, calculated using the sonar equation and sediment sample characteristics, were fairly constant across evaluations, suggesting that they could be applied to other sand bed rivers. © 2018 John Wiley & Sons, Ltd.  相似文献   
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