黄土丘陵区地质灾害规模参数幂律相依性研究   总被引：2，自引：0，他引：2  

邱海军  曹明明  王雁林  郝俊卿  胡胜  高宇  刘琪 《地理科学》2015,(1)

对滑坡、崩塌和不稳定斜坡等地质灾害规模参数幂律相依性进行定量研究,拓展了规模参数之间幂律相依性的研究范围。研究结果发现:1地质灾害规模参数的幂律相依性不仅存在于体积与面积之间,而且存在于面积与长、面积与宽等参数之间;2幂指数可以作为间接反映区域地质灾害或者不同类型地质灾害的宏观特征表征谱;3体积与面积关系式的幂指数分布为不稳定斜坡滑坡崩塌;面积与长关系式的幂指数分布为崩塌滑坡不稳定斜坡。面积与宽关系式的幂指数的分布为滑坡崩塌不稳定斜坡。  相似文献   

1961–2011年中国南方地区极端降水事件变化(英文)     

任正果  张明军  王圣杰  强芳  朱小凡  董蕾 《地理学报(英文版)》2015,(1):58-68

Based on the daily precipitation from a 0.5°×0.5° gridded dataset and meteorological stations during 1961–2011 released by National Meteorological Information Center, the reliability of this gridded precipitation dataset in South China was evaluated. Five precipitation indices recommended by the World Meteorological Organization(WMO) were selected to investigate the changes in precipitation extremes of South China. The results indicated that the bias between gridded data interpolated to given stations and the corresponding observed data is limited, and the proportion of the number of stations with bias between –10% and 0 is 50.64%. The correlation coefficients between gridded data and observed data are generally above 0.80 in most parts. The average of precipitation indices shows a significant spatial difference with drier northwest section and wetter southeast section. The trend magnitudes of the maximum 5-day precipitation(RX5day), very wet day precipitation(R95), very heavy precipitation days(R20mm) and simple daily intensity index(SDII) are 0.17 mm·a–1, 1.14 mm·a–1, 0.02 d·a–1 and 0.01 mm·d–1·a–1, respectively, while consecutive wet days(CWD) decrease by –0.05 d·a–1 during 1961–2011. There is spatial disparity in trend magnitudes of precipitation indices, and approximate 60.85%, 75.32% and 75.74% of the grid boxes show increasing trends for RX5 day, SDII and R95, respectively. There are high correlations between precipitation indices and total precipitation, which is statistically significant at the 0.01 level.  相似文献   

雷琼地区重力场动态变化特征研究     

李盛  廖桂金 《大地测量与地球动力学》2020,40(11):1118-1125

基于2016年以来雷州半岛-海南岛陆地区（以下简称雷琼地区）的流动重力资料,对2017年下半年前后的联测资料采用不同的平差方法进行处理。将湛江和琼中2个绝对重力点作为雷琼测网基准,研究2016年以来雷琼地区重力场动态变化特征。重点研究2018-03-20广东阳江4.2级地震、2019-03-05广东雷州4.1级地震、2019-08-20海南三亚4.2级地震和2019-10-12广西北流5.2级地震震前区域重力场差分和累积动态变化。研究结果表明,除广东雷州4.1级地震外,其他3个地震震前在震中附近地区均存在重力场变化异常,表明在测网网格距和数据处理方法合理的情况下,对于4~5级地震,区域重力场在震前可能存在一定异常反应。  相似文献   

Wind wave characteristics and engineering environment of the South China Sea     

Zhifeng Wang  Liangming Zhou  Sheng Dong  Lunyu Wu  Zhanbin Li  Lin Mou  Aifang Wang 《中国海洋大学学报(英文版)》2014,13(6):893-900

Wave simulation was conducted for the period 1976 to 2005 in the South China Sea (SCS) using the wave model, WAVEWATCH-III. Wave characteristics and engineering environment were studied in the region. The wind input data are from the objective reanalysis wind datasets, which assimilate meteorological data from several sources. Comparisons of significant wave heights between simulation and TOPEX/Poseidon altimeter and buoy data show a good agreement in general. By statistical analysis, the wave characteristics, such as significant wave heights, dominant wave directions, and their seasonal variations, were discussed. The largest significant wave heights are found in winter and the smallest in spring. The annual mean dominant wave direction is northeast (NE) along the southwest (SW)-NE axis, east northeast in the northwest (NW) part of SCS, and north northeast in the southeast (SE) part of SCS. The joint distributions of wave heights and wave periods (directions) were studied. The results show a single peak pattern for joint significant wave heights and periods, and a double peak pattern for joint significant wave heights and mean directions. Furthermore, the main wave extreme parameters and directional extreme values, particularly for the 100-year return period, were also investigated. The main extreme values of significant wave heights are larger in the northern part of SCS than in the southern part, with the maximum value occurring to the southeast of Hainan Island. The direction of large directional extreme H _s values is focus in E in the northern and middle sea areas of SCS, while the direction of those is focus in N in the southeast sea areas of SCS.  相似文献   

基于广义帕累托分布的地震震级分布尾部特征分析   总被引：4，自引：2，他引：2       下载免费PDF全文

钱小仕  王福昌  盛书中 《地震学报》2013,35(3)

极值理论在地震危险性分析中有着重要应用,发震震级超过某一阈值的超出量分布可以近似为广义帕累托分布.基于广义帕累托分布给出了若干地震活动性参数的估计公式,包括强震震级分布、地震复发周期和重现水平、期望重现震级、地震危险性概率和潜在震级上限等;以云南地区震级资料为基础数据,讨论了阈值选取、模型拟合诊断和参数估计;在此基础上计算了该地区的地震活动性参数.结果表明,广义帕累托分布较好地刻画了强震震级分布,通过超阈值(POT)模型计算的复发周期与实际复发间隔统计基本一致,高分位数估计在一定阈值范围内表现稳定,为工程抗震中潜在震级上限的确定提供了一种途径.  相似文献   

Three-Dimensional Modeling of Storm Surge and Inundation Including the Effects of Coastal Vegetation     

Andrew Lapetina  Y. Peter Sheng 《Estuaries and Coasts》2014,37(4):1028-1040

Two-dimensional (2D) and three-dimensional (3D) hydrodynamic models are used to simulate the hurricane-induced storm surge and coastal inundation in regions with vegetation. Typically, 2D storm surge models use an enhanced Manning coefficient while 3D storm surge models use a roughness height to represent the effects of coastal vegetation on flow. This paper presents a 3D storm surge model which accurately resolves the effects of vegetation on the flow and turbulence. First, a vegetation-resolving 1DV Turbulent Kinetic Energy model (TKEM) is introduced and validated with laboratory data. This model is both robust enough to accurately model flows in complex canopies, while compact and efficient enough for incorporation into a 3D storm surge-wave modeling system: Curvilinear Hydrodynamics in 3D-Surface WAves Nearshore (CH3D-SWAN). Using the 3D vegetation-resolving model, three numerical experiments are conducted. In the first experiment, comparisons are made between the 2D Manning coefficient approach and the 3D vegetation-resolving approach for simple wind-driven flow. In a second experiment, 2D and 3D representations of vegetation produce similar inundations from the same hurricane forcing, but differences in momentum are found. In a final experiment, varying inundation between seemingly analogous 2D and 3D representations of vegetation are demonstrated, pointing to a significant scientific need for data within wetlands during storm surge events. This study shows that the complex flow structures within vegetation canopies can be accurately simulated using a vegetation-resolving 3D storm surge model, which can be used to assess the feasibility for future wetland restoration projects.  相似文献   

Measurement of the Isotopic Composition of Molybdenum in Geological Samples by MC‐ICP‐MS using a Novel Chromatographic Extraction Technique     

Jie Li  Xi‐Rong Liang  Li‐Feng Zhong  Xuan‐Ce Wang  Zhong‐Yuan Ren  Sheng‐Ling Sun  Zhao‐Feng Zhang  Ji‐Feng Xu 《Geostandards and Geoanalytical Research》2014,38(3):345-354

A novel preconcentration method is presented for the determination of Mo isotope ratios by multi‐collector inductively coupled plasma‐mass spectrometry (MC‐ICP‐MS) in geological samples. The method is based on the separation of Mo by extraction chromatography using N‐benzoyl‐N‐phenylhydroxylamine (BPHA) supported on a microporous acrylic ester polymeric resin (Amberlite CG‐71). By optimising the procedure, Mo could be simply and effectively separated from virtually all matrix elements with a single pass through a small volume of BPHA resin (0.5 ml). This technique for separation and enrichment of Mo is characterised by high selectivity, column efficiency and recovery (~ 100%), and low total procedural blank (~ 0.18 ng). A ¹⁰⁰Mo‐⁹⁷Mo double spike was mixed with samples before digestion and column separation, which enabled natural mass‐dependent isotopic fractionation to be determined with a measurement reproducibility of  < 0.09‰ (δ^98/95Mo, 2s) by MC‐ICP‐MS. The mean δ^98/95Mo_{SRM 3134} (NIST SRM 3134 Mo reference material; Lot No. 891307) composition of the IAPSO seawater reference material measured in this study was 2.00 ± 0.03‰ (2s, n = 3), which is consistent with previously published values. The described procedure facilitated efficient and rapid Mo isotopic determination in various types of geological samples.  相似文献   

Investigation of geomechanical responses of reservoirs induced by carbon dioxide storage     

Kenneth Eshiet  Yong Sheng 《Environmental Earth Sciences》2014,71(9):3999-4020

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Modelling of hydraulic fracturing process by coupled discrete element and fluid dynamic methods     

Sousani Marina  Eshiet Kenneth Imo-Imo  Ingham Derek  Pourkashanian Mohamed  Sheng Yong 《Environmental Earth Sciences》2014,72(9):3383-3399

A three-dimensional model is presented and used to reproduce the laboratory hydraulic fracturing test performed on a thick-walled hollow cylinder limestone sample. This work aims to investigate the implications of the fluid flow on the behaviour of the micro-structure of the rock sample, including the material strength, its elastic constants and the initialisation and propagation of fractures. The replication of the laboratory test conditions has been performed based on the coupled Discrete Element Method (DEM) and Computational Fluid Dynamics scheme. The numerical results are in good agreement with the experimental data, both qualitatively and quantitatively. The developed model closely validates the overall behaviour of the laboratory sample, providing a realistic overview of the cracking propagation towards total collapse as well as complying with Lame’s theory for thick-walled cylinders. This research aims to provide some insight into designing an accurate DEM model of a fracturing rock that can be used to predict its geo-mechanical behaviour during Enhanced Oil Recovery applications.  相似文献   

沂水县王家庄子矿区金矿床地质特征     

孙绪德  尹升  张海芳 《山东地质》2014,(4):27-31

沂水县王家庄子金矿处于沂水汤头断裂带中段东侧,矿体赋存于其次级EW向和近SN向断裂构造中,赋矿围岩为紫苏花岗闪长岩和二长花岗岩。矿床成因类型为中低温重熔岩浆热液型金矿。  相似文献