发挥政府职能促进震害预测工作——对合肥市长丰县科技局(地震工作办公室)震害预测工作的思考

介绍了合肥市长丰县科技局(地震工作办公室)在加强建设工程抗震设防要求管理过程中,如何拓展服务领域,推进震害预测工作的主要措施和做法,对市县地震主管部门加强一般建设工程抗震设防要求监管的途径进行了探讨.     

浅谈抗震设防管理的实践与体会

结合太原市小店区抗震设防工作的实际,浅谈对小店区各类建设工程进行抗震性能鉴定和抗震加固等工作中取得的经验与成效,进一步明确区防震减灾局做好抗震设防管理的意义。     

对建设工程依法进行抗震设防和地震1安全性评价工作有关问题的探讨

我国是一个地震多发、震灾严重的国家。防御与切实减轻地震灾害是我国一项长期而艰巨的任务。江泽民同志多次指出 ,要切实做好防震减灾工作 ,坚持经济建设同减灾一起抓。党和政府历来高度重视防震减灾工作 ,《防震减灾法》的颁布进一步规范了防震减灾工作的三大工作体系。并在震灾预防这一工作体系中明确提出 :“新建、扩建、改建建设工程 ,必须达到抗震设防要求。”“重大建设工程和可能发生严重次生灾害的建设工程 ,必须进行地震安全性评价 ;并根据地震安全性评价结果 ,确定抗震设防要求 ,进行抗震设防。”实践证明 ,依法加强建设工程抗震…     

建设工程抗震设防工作中的问题及对策

重大建设工程和可能引起严重次生灾害的建设工程,必须依法进行地震安全性评价,并依据评价结果进行设计、施工,这对于提高抗震设防能力,确保经济、社会健康可持续发展和保证人民群众生命财产的安全将发挥重要作用。但是,目前该工作存在许多问题,若不及时加以解决,将直接影响防震减灾工作的整体发展。结合工作实践和体会,提出对策。     

市级地震部门管理抗震设防要求的探索

开展对建设工程抗震设防要求的管理,是在新时期建设防震减灾三大工作体系中必须解决好的问题.山西省晋中市抗震设防要求管理先后依据有关法律法规制定出台了<晋中地区工程建设场地抗震设防标准管理办法><晋中市建设工程抗震设防要求管理办法>等,规范了审批行为,使抗震设防要求管理工作步入了法制化轨道.     

重大建设工程基本自振周期估算方法探讨

在对规范和文献资料的研究和分析的基础上,本文探讨了(超)高层建筑、巨型储油罐、大跨桥梁工程等重大建设工程基本自振周期的估算方法.在工程场地地震安全性评价工作中,可采用本文提供的重大建设工程基本自振周期估算的公式.同时,本文为长周期地震动对工程结构作用的相关参数的合理确定提供了依据.     

执法为民依法治"震"

通过对防震减灾法在实施过程中存在不善于执法和执法不严等问题的分析,提出加强地震行政执法,依法保护全社会各行各业建设工程必须达到抗震设防要求,保证防震减灾工作有序地进行,切实收到减灾成效。笔者拟从端正执法思想,规范执法行为,强化执法监督三方面综述加强地震行政执法力度对防震减灾、造福民众的重要意义。     

认真贯彻防震减灾法规 不断提升城市抗震设防管理能力和水平

随着我国防震减灾法律法规的逐步健全和政府对加强公共安全的进一步重视,也给区（县）地震部门依法进行工程设防管理和地震安全性评价工作带来了新的挑战和机遇。重庆市巴南区地震局于2002年经区政府批准进入区行政审批中心,依法履行对建设工程进行抗震设防要求审批的职能,同时将地震行政审批纳入了全区建设领域基本建设管理程序中。     

南华县建设工程抗震设防管理探析

地震是群灾之首,地震灾害不可抗拒,只能防御,建设工程进行合理的抗震设防是震灾预防的关键环节,规范各类建设工程抗震设防管理是社会抵御地震灾害最为有效的途径.对南华县抗震设防管理现状和存在的问题进行深入分析后,提出了进一步规范抗震设防管理的对策意见.     

论如何审核确定抗震设防要求

为使县级以上地震部门做好审核建设工程抗震设防要求工作，介绍了确定抗震设防要求的4个依据、程序、重大重要建设工程的划分依据、活动断裂分类与分级规定等。指出，确定抗震设防要求既是一项法定的行政审批工作，又是一项严谨的科学技术工作。     

R. A. BAGNOLD: A BIOGRAPHY AND EXTENDED BIBLIOGRAPHY

1996 is the centenary of the birth of Brigadier Ralph Alger Bagnold, FRS. To mark this important anniversary this paper presents a short biography of Bagnold and an extended bibliography of his published work. The purposes of the paper are firstly, to present a synthesis of the life and significant discoveries made by Brigadier Bagnold, secondly, to communicate something of the character of the man and his work to generations of researchers who have not had the chance to meet him at first hand, and finally, to use this Technical Supplement and Software Bulletin to make summaries of his theories, empirical findings and views on science accessible to students and scholars of physical geography, geomorphology and engineering.     

The Burren: a glacial,karstic and biokarstic expression of a limestone plateau in western Ireland

The term glaciokarst describes a landscape where both glacial and karstic processes have contributed to geomorphological evolution and has been applied to a range of environments from the high arctic to the alpine Mediterranean. Nevertheless, glaciokarstic environments globally often exhibit significant variation in geomorphological processes and landforms due to these geographical differences. The Burren, County Clare, Republic of Ireland, is often quoted as a quintessential glaciokarstic landscape. However, the Burren and other similar environments would appear to lean towards one end of the glaciokarst spectrum, where solutional and biological processes have been dominant throughout the Holocene, in contrast to ice‐dominated glaciokarsts where karstic and biokarstic processes are temperature‐limited and cryospheric processes remain the principal geomorphological agents. Holocene landscape evolution and the development of a range of meso‐, micro‐ and nano‐scale karren features on limestone surfaces appears to be largely biokarstic in origin. Karstification of many glacially scoured limestone pavements would have begun under acidic soil cover, with biological soil processes contributing to smooth, rounded cryptokarstic surface forms. Holocene soil erosion is attributed to anthropogenic activity, climatic fluctuations and the evolution of the karstic groundwater system leading to vertical soil loss through widening grikes. Exposed limestone pavements subject to subaerial conditions often exhibit extensive lichen colonization which has been shown to influence the overall rate of karstification and contribute to the development of micro‐ and meso‐scale bioweathering features. Where cryptokarstic features have been exhumed from beneath soil cover, their evolution under subaerial conditions leads to intermediate, polygenetic karren features. In light of our current understanding of the Burren landscape, it is proposed that the term glaciobiokarstic may be a better expression to encompass the biological processes that have played a fundamental role in the evolution of the Burren and similar landscapes, without neglecting the contribution of glacial and inorganic karstic processes. Copyright © 2016 John Wiley & Sons, Ltd.     

Assessment of Metal Contamination in Surface Sediments of Jiaozhou Bay,Qingdao, China

An assessment of metal contamination in surface sediments of the Jiaozhou Bay, Qingdao, one of the rapidly developing coastal economic zones in China, is provided. Sediments were collected from 10 stations and a total of 15 heavy metals were analyzed. Concentrations of metals show significant variability and range from 210 to 620 ppm for Ti, 2.7 to 23 ppm for Ni, 4.2 to 28 ppm for Cu, 5.2 to 18 ppm for Pb, 12 to 58 ppm for Zn, 0.03 to 0.11 ppm for Cd, 5 to 51 ppm for Cr, 1.5 to 9.9 ppm for Co, 5.3 to 19 ppm for As, 12 to 32 ppm for Se, and 19 to 97 ppm for Sr. Based on concentration relationships and enrichment factor (EF) analyses, the results indicate that sediment grain size and organic matter played important roles in controlling the distribution of the heavy metals in surface sediments of the Jiaozhou Bay. The study shows that the sediment of the Jiaozhou Bay has been contaminated by heavy metals to various degrees, with prominent arsenic contributing the most to the contamination. The analysis suggests that the major sources of metal contamination in the Jiaozhou Bay are land‐based anthropogenic ones, such as discharge of industrial waste water and municipal sewage and run‐off. Notably, the elevated heavy metal concentrations of the Jiaozhou Bay sediments could have a significant impact on the bay's ecosystem. With the rapid economic development and urbanization around the Jiaozhou Bay, coastal management and pollution control should focus on these contaminant sources, as well as provide ongoing monitoring studies of heavy metal contamination within the bay.     

Performance-based seismic assessment of skewed bridges with and without considering soil-foundation interaction effects for various site classes

The seismic behavior of skewed bridges has not been well studied compared to straight bridges. Skewed bridges have shown extensive damage, especially due to deck rotation, shear keys failure, abutment unseating and columnbent drift. This research, therefore, aims to study the behavior of skewed and straight highway overpass bridges both with and without taking into account the effects of Soil-Structure Interaction(SSI) due to near-fault ground motions. Due to several sources of uncertainty associated with the ground motions, soil and structure, a probabilistic approach is needed. Thus, a probabilistic methodology similar to the one developed by the Pacific Earthquake Engineering Research Center(PEER) has been utilized to assess the probability of damage due to various levels of shaking using appropriate intensity measures with minimum dispersions. The probabilistic analyses were performed for various bridge confi gurations and site conditions, including sand ranging from loose to dense and clay ranging from soft to stiff, in order to evaluate the effects. The results proved a considerable susceptibility of skewed bridges to deck rotation and shear keys displacement. It was also found that SSI had a decreasing effect on the damage probability for various demands compared to the fixed-base model without including SSI. However, deck rotation for all types of the soil and also abutment unseating for very loose sand and soft clay showed an increase in damage probability compared to the fixed-base model. The damage probability for various demands has also been found to decrease with an increase of soil strength for both sandy and clayey sites. With respect to the variations in the skew angle, an increase in skew angle has had an increasing effect on the amplitude of the seismic response for various demands. Deck rotation has been very sensitive to the increase in the skew angle; therefore, as the skew angle increased, the deck rotation responded accordingly. Furthermore, abutment unseating showed an increasing trend due to an increase in skew angle for both fixed-base and SSI models.     

Integrated assessment for establishing an oil environmental vulnerability map: Case study for the Santos Basin region,Brazil

The growth of maritime transport and oil exploitation activities may increase the risk of oil spills. Thus, plans and actions to prevent or mitigate impacts are needed to minimize the effects caused by oil. However, tools used worldwide to support contingency plans have not been integrated, thus leading to failure in establishing priority areas. This investigation aimed to develop indices of environmental vulnerability to oil (IEVO), by combining information about environmental sensibility to oil and results of numerical modeling of spilled oil. To achieve that, a case study concerning to oil spills scenarios in a subtropical coastal area was designed, and IEVOs were calculated and presented in maps, in order to make the information about the areas’ vulnerability more easily visualized. For summer, the extension of coastline potentially affected by oil was approximately 150 km, and most of the coastline presented medium to high vulnerability. For winter, 230 km coastline would be affected, from which 75% were classified as medium to high vulnerability. Thus, IEVO maps allowed a rapid and clearer interpretation of the vulnerability of the mapped region, facilitating the planning process and the actions in response to an oil spill.     

The responses of hydrological processes and sediment yield to land‐use and climate change in the Be River Catchment,Vietnam

In this study, we investigated the responses of hydrology and sediment yield with impacts of land‐use and climate change scenarios in the Be River Catchment, using the Soil and Water Assessment Tool (SWAT) hydrological model. The calibration and validation results indicated that the SWAT model is a powerful tool for simulating the impact of environmental change on hydrology and sediment yield in this catchment. The hydrologic and sediment yield responses to land‐use and climate changes were simulated based on the calibrated model. The results indicated that a 16.3% decrease in forest land is likely to increase streamflow (0.2 to 0.4%), sediment load (1.8 to 3.0%), and surface runoff (SURQ) (4.8 to 10.7%) and to decrease groundwater discharge (GW_Q) (3.5 to 7.9%). Climate change in the catchment leads to decreases in streamflow (0.7 to 6.9%) and GW_Q (3.0 to 8.4%), increase in evapotranspiration (0.5 to 2.9%), and changes in SURQ (?5.3 to 2.3%) and sediment load (?5.3 to 4.4%). The combined impacts of land‐use and climate changes decrease streamflow (2.0 to 3.9%) and GW_Q (12.3 to 14.0%), increase evapotranspiration (0.7 to 2.8%), SURQ (8.2 to 12.4%), and sediment load (2.0 to 7.9%). In general, the separate impacts of climate and land‐use changes on streamflow, sediment load, and water balance components are offset each other. However, SURQ and some component of subsurface flow are more sensitive to land‐use change than to climate change. Furthermore, the results emphasized water scarcity during the dry season and increased soil erosion during the wet season. Copyright © 2012 John Wiley & Sons, Ltd.     

塔里木盆地地球动力学演化与含油气系统旋回

论述了塔里木盆地的地球动力学演化过程,指出震旦-三叠纪和侏罗-第四纪是两个构造巨旋回．在这类旋回中,盆地经历了由伸展到聚敛的完整发育过程塔里木盆地的演化总体上表现为强伸展-聚敛-微伸展-强聚敛的特点盆地动力学旋回决定了油气的生运聚散过程．提出含油气系统旋口的概念．在分析寒武-奥陶系含油气系统旋回、石炭系-下二叠统含油气系统旋回和侏罗系含油气系统旋回的基础上,指出对含油气系统旋回的形成期与调整再分配期的研究更具实际意义．     

内蒙古额济纳旗嘎顺淖尔XK1孔揭示的第四纪晚期沉积特点及古环境

通过对嘎顺淖尔XK1孔沉积岩芯的岩性特征及多种环境代用指标的综合分析,初步认为:中更新世早中期,29．6 -42．5m(推测时代为距今218．3 kaBP以前),气候温凉偏干,滨湖与洪积相交替;距今218．3-172．8 kaBP气候温凉偏湿, 湖泊面积扩大,以滨浅湖-浅湖沉积为主,并一度出现半深湖环境;距今172．8-93．4 kaBP,沉积环境为湖滨相与洪积相交替,气候特点是冷凉干旱;距今93．4-67．4 kaBP,沉积环境以淡水浅湖为主,夹湖滨相．气候温偏湿;距今67．4-54．0 kaBP ,湖滨相沉积为主,气候温凉偏干;距今54-48．9 kaBP,气候暖湿的浅湖环境,气温较高;距今48．9-42．6 kaBP,凉而且干旱的气候特点,沉积相为湖滨相;42．6-0 kaBP,气候暖湿、凉干交替,浅湖相为主．     

Assessment of erosion and settling properties of fine sediments stored in cobble bed rivers: the Arc and Isère alpine rivers before and after reservoir flushing

Cohesive sediment dynamics in mountainous rivers is poorly understood even though these rivers are the main providers of fine particles to the oceans. Complex interactions exist between the coarse matrix of cobble bed rivers and fine sediments. Given that fine sediment load in such environments can be very high due to intense natural rainfall or snowmelt events and to man‐induced reservoir or dam flushing, a better understanding of the deposition and sedimentation processes is needed in order to reduce ecohydrological downstream impacts. We tested a field‐based approach on the Arc and Isère alpine rivers combining measurements of erosion and settling properties of river bed deposits before and after a dam flushing, with the U‐GEMS (Gust Erosion Microcosm System) and SCAF (System Characterizing Aggregates and Flocs), respectively. These measurements highlight that critical shears, rates of erosion, settling velocities and propensity of particles to flocculate are highly variable in time and space. This is reflective of the heterogeneity of the hydrodynamic conditions during particle settling, local bed roughness, and nature and size of particles. Generally the deposits were found to be stable relative to what is measured in lowland rivers. It was, however, not possible to make a conclusive assessment of the extent to which the dynamics of deposits after reservoir flushing were different from those settled after natural events. The absence of any relationships between erosion and deposition variables, making it impossible to predict one from another, underlined the need to measure all of them to have a full assessment of the fine sediment dynamics and to obtain representative input variables for numerical models. While the SCAF was found to be effective, an alternative to the U‐GEMS device will have to be found for the erodibility assessment in cobble bed rivers, in order to make more rapid measurements at higher shears. Copyright © 2017 John Wiley & Sons, Ltd.     

尼泊尔8.1级地震对中国西藏地区造成的震害特征分析

2015年4月25日尼泊尔发生8.1级地震,对我国西藏地区造成较大人员伤亡与房屋破坏,道路、通讯等生命线工程及水利等基础设施损坏严重。本文介绍了本次地震的基本情况,并在现场地震烈度调查和地震损失评估的基础上,对灾区震害进行了分析,给出了灾区房屋类别与破坏情况以及生命线系统与各行业的受损情况。通过分析此次地震的灾害特点,指出了灾区在抗震设防中存在的问题,并提出加大地震地质灾害的防治力度,科学编制恢复重建规划,加强防震减灾宣传,提高农牧民抗震设防意识,加强农牧区房屋建筑的指导和监管等建议,以减少地震造成的人员伤亡和财产损失,促进西藏地区经济和社会的和谐发展。