政府职能在减轻地震灾害中的作用     

李惠森 《高原地震》2009,21(4):61-63

0前言 地震安全,事关人民群众生命财产安全和经济社会可持续发展。随着社会的发展和国家实力的增强,国家已把地震安全作为社会公共安全的重要组成部分,惨烈的2008年汶川大地震,更把地震安全推到了众人关注的地位。采取各种有效措施,最大限度地减轻地震灾害损失,已成为各级人民政府义不容辞的职责。  相似文献   

Denudation rates on cratonic landscapes: comparison between suspended and dissolved fluxes,and 10Be analysis in the Nyong and Sanaga River basins,south Cameroon          下载免费PDF全文

Vincent Regard  Sébastien Carretier  Jean‐Loup Boeglin  Jules‐Rémy Ndam Ngoupayou  Jean‐Guy Dzana  Jean‐Pierre Bedimo Bedimo  Jean Riotte  Jean‐Jacques Braun 《地球表面变化过程与地形》2016,41(12):1671-1683

South Cameroon is located in a tropical and tectonically quiescent region, with landscapes characterized by thick highly weathered regolith, indicative of the long‐term predominance of chemical weathering over erosion. Currently this region undergoes huge changes due to accelerated mutations related to a growing population and economical developments with associated needs and increasing pressures on land and natural resources. We analysed two of the main south Cameroon rivers: the Nyong River and Sanaga River. The Sanaga catchment undergoes a contrasted tropical climate from sub‐humid mountainous and humid climate and is impacted by deforestation, agriculture, damming, mining and urbanization, especially in the Mbam sub‐basin, draining the highly populated volcanic highlands. By contrast, the Nyong catchment, only under humid tropical climate, is preserved from anthropogenic disturbance with low population except in the region of Yaoundé (Méfou sub‐basin). Moreover the Nyong basin is dam‐free and less impacted by agriculture and logging. We explore both denudation temporal variability and the ratio between chemical and physical denudation through two catchment‐averaged erosion and denudation datasets. The first one consists of an 11‐year long gauging dataset, while the second one comes from cosmogenic radionuclides [CRNs, here beryllium‐10 (¹⁰Be)] from sand sampled in the river mainstreams (timescale of tens to hundreds of thousands of years). Modern fluxes estimated from gauging data range from 5 to 100 m/Ma (10 to 200 t/km²/yr); our calculations indicate that the usual relative contribution of chemical versus physical denudation is 60% and 40%, respectively, of the total denudation. Beryllium‐10 denudation rates and sediment fluxes range from 4.8 to 40.3 m/Ma or 13 to 109 t/km²/yr, respectively, after correction for quartz enrichment. These fluxes are slightly less than the modern fluxes observed in Cameroon and other stable tropical areas. The highest ¹⁰Be‐derived fluxes and the highest physical versus chemical denudation ratios are attributed to anthropogenic impact. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

Architecture of the deep critical zone in the Río Icacos watershed (Luquillo Critical Zone Observatory,Puerto Rico) inferred from drilling and ground penetrating radar (GPR)          下载免费PDF全文

Joe Orlando  Xavier Comas  Scott A. Hynek  Heather L. Buss  Susan L. Brantley 《地球表面变化过程与地形》2016,41(13):1826-1840

In the critical zone, surficial bedrock interactions result in the formation of a mantle of chemically‐ and physically‐altered material defined here as regolith. In the watershed of the Río Icacos, an upland river draining the Luquillo Mountains in tropical Puerto Rico, we explored the influence of lithology (quartz diorite versus hornfels‐facies volcaniclastic rock) on weathering. Regolith profiles were studied by drilling boreholes and imaging the subsurface using ground penetrating radar (GPR). Overall, the regolith structure is not laterally continuous but rather is punctuated by zones of deep fractures that host in situ weathering, corestones, and colluvial material. GPR images of these vertical zones show reflectors at 15–20 m depth. Thus, the architecture of the critical zone in the upper Luquillo Mountains is highly dependent on lithology and its influence on fracture development. At the highest elevations where hornfels overlies quartz diorite, positive feedbacks occur when the water table drops so that oxidative weathering of biotite in the more felsic rock creates microfractures and allows deeper infiltration of meteoric waters. Such exposure results in some of the fastest weathering rocks in the world and may contribute to formation of the knickpoint in the Río Icacos watershed. This work represents the first study combining GPR and drilling to look at the structure of the deep critical zone and demonstrates: (1) the importance of combining direct methods (such as drilling) with indirect methods (such as GPR) to understand the architecture of the critical zone in tropical systems; (2) the interplay of the surficial stress regime, lithology and climate in dictating the architecture of weathering. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

中国东部陆相断陷盆地成熟探区油气勘探新领域分析^*          下载免费PDF全文

刘震  朱茂林  李晋  刘惠民  王晓文  刘俊榜 《古地理学报》2022,24(5):871-893

经过50多年勘探开发,中国东部陆相油气田均已进入勘探中后期阶段,受石油地质认识局限性和勘探技术的限制,待发现目标日趋隐蔽,油气勘探难度日益增大。针对中国东部陆相断陷盆地深层低孔渗—致密砂岩储集层评价方法的局限性、深部砂砾岩储集体成因模式问题以及基岩风化壳形成和分布的复杂性问题,作者经过近几年的探索和总结,取得以下主要研究进展: (1)基于砂岩储集层物性演化动力学原理,提出了致密砂岩储集层动态评价的新思路和新方法,指出过去评价较低的深部凹陷带低孔渗—致密砂岩体仍然具有较大的勘探潜力; (2)运用地震地层学方法,通过建立断陷盆地陡坡带斜向大型扇三角洲沉积模式,指出斜向大型扇三角洲砂砾岩是断陷盆地深层有利的储集体,可以作为下一步有利勘探方向; (3)根据基岩风化壳双层结构新模式,结合风化壳储集层改造—破坏—保存机理的动力学新模型,指出断陷盆地中低部位是最有利风化壳储集层发育带,断陷盆地缓坡内带(洼槽区)风化壳是下一步油气勘探的重要新领域。文中提出的上述3大勘探新领域不仅是对断陷盆地油气成藏模式的补充和发展,更重要的是展现出中国东部断陷盆地深层常规和非常规油气勘探领域的巨大潜力,为深化东部成熟盆地油气勘探指出了明确的方向。  相似文献   

Experimental validation of a simplified model for rolling isolation systems          下载免费PDF全文

P. Scott Harvey Jr.  Gérard‐Philippe Zéhil  Henri P. Gavin 《地震工程与结构动力学》2014,43(7):1067-1088

Rolling isolation systems (RISs) protect mission‐critical equipment and valuable property from earthquake hazards by decoupling the dynamic responses of vibration‐sensitive objects from horizontal floor motions. These responses involve the constrained rolling of steel balls between bowl‐shaped surfaces. The light damping of steel balls rolling between steel plates can be augmented by adhering thin rubber sheets to the plates, thereby increasing the rolling resistance and decreasing the displacement demand on the RIS. An assessment of the ability of lightly‐ and heavily‐damped RISs to mitigate the hazard of seismically induced failures requires high‐fidelity models that can adequately capture the systems' intrinsic nonlinear behavior. The simplified model presented in this paper is applicable to RISs with any potential energy function, is amenable to both lightly‐ and heavily‐damped RISs, and is validated through the successful prediction of peak responses for a wide range of disturbance frequencies and intensities. The validated model can therefore be used to compute the spectra of peak floor motions for which displacement demands equal capacity. These spectra are compared with representative floor motion spectra provided by the American Society of Civil Engineers 7–10. The damping provided by rolling between thin viscoelastic sheets increases the allowable floor motion intensity by a factor of 2–3, depending on the period of motion. Acceleration responses of isolation systems with damping supplied in this fashion do not grow with increased damping, even for short‐period excitations. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

The erosive growth of hillside gullies          下载免费PDF全文

Calvin W. Rose  Bofu Yu  Douglas P. Ward  Nina E. Saxton  Jon M. Olley  Errol K. Tews 《地球表面变化过程与地形》2014,39(15):1989-2001

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Determining drag coefficients and their application in modelling of turbulent flow with submerged vegetation     

《Advances in water resources》2014

Vegetation is a key aspect of water resources and ecology in natural rivers, floodplains and irrigation channels. The hydraulic resistance of the water flow is greatly changed when submerged vegetation is present. Three kinds of drag coefficients, i.e., the drag coefficient for an isolated cylinder, the bulk drag coefficient of an array of cylinders and the vertically distributed or local drag coefficient, have been commonly used as parameters to represent the vegetation drag force. In this paper, a comprehensive experimental study of submerged stems in an open channel flow is presented. Empirical formulae for the three drag coefficients were obtained based on our experimental results and on data from previous studies. A two-layer model was developed to solve the mean momentum equation, which was used to evaluate the vertical mean velocity profile with each of the drag coefficients. By comparing the velocity distribution model predictions and the measurement results, we found that the model with the drag coefficient for an isolated cylinder and the local drag coefficient was good fit. In addition, the model with the bulk drag coefficient gave much larger velocity values than measurements, but it could be improved by adding the bed friction effect and making choice of the depth-averaged velocity within the canopy layer.  相似文献   

电测井中电流参数对地层的分辨能力分析     

强建科  肖俊平 《CT理论与应用研究》2014,(1):65-70

常规电测井一般通过测量供电电极的电流和测量电极之间的电位差来计算围岩的视电阻率并划分地层界面,而忽略了对电流参数的利用。本文基于欧姆定律,通过供电电极电流的变化定性分析其周围岩矿石电阻的变化,进而用电流强度变化曲线识别地层属性。理论分析和试验结果表明,供电电极电流大小取决于电极的接触电阻,而视电阻率大小取决两个测量电极之间或供电与测量电极之间介质的电阻率总和,因此,电流比视电阻率对地层的灵敏度要高一些。绘制电流强度测井曲线可以准确划分地层层位,确定地层厚度,且不增加成本。  相似文献   

Impacts of Different Membrane Module Designs in Anaerobic Submerged Membrane Bioreactors          下载免费PDF全文

Mustafa Aslan  Yusuf Saatçı 《洁净——土壤、空气、水》2014,42(12):1759-1764

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砂土中边坡附近单桩水平抗力的模型试验研究     

高博雷  张陈蓉  张照旭 《岩土力学》2014,35(11):3191-3198

针对平地p-y曲线对临近边坡桩基的不适用性,开展了砂土中边坡存在对单桩水平抗力影响的室内物理模型试验。依据边坡坡角及边坡到单桩距离的不同,共进行了11次3组试验。采用分段3次多项式对实测桩身应变分布进行拟合,以推算桩身变形和桩侧抗力,有效克服了数据拟合点的奇异。对比无边坡时的试验p-y曲线、美国API规范曲线和双曲线模型,确认了平地p-y曲线的计算表达式。其次获得了边坡条件下的单桩荷载-位移曲线,揭示了边坡坡角和边坡到桩的距离对水平受荷单桩桩身弯矩分布的影响规律。根据试验结果采用折减系数修正浅层桩侧极限抗力,并引入边坡对桩侧初始刚度的削弱表达式,得到边坡条件下水平受荷单桩浅层区域双曲线p-y曲线表达式。最后通过与离心试验结果对比,验证了给出的p-y曲线考虑边坡影响时的合理性。  相似文献