新疆乌恰5.1级地震强震动记录及震中区烈度考察对比分析     

何金刚  史勇军  吴国栋  胡伟华 《内陆地震》2011,25(3):247-254

2011年1月1日新疆乌恰县西南发生MS 5.1地震,新疆强震动台网布设在震中附近的10个强震动固定台获取了这次地震完整的加速度记录,记录的最大加速度为80.08 cm.s-2。对10个强震动台的加速度记录进行了常规数据处理,计算了地震烈度,并将计算的仪器烈度与现场地震宏观考察烈度进行了比较,有较好的一致性。  相似文献   

长江口沙波统计特征及输移规律   总被引：4，自引：1，他引：3  

郭兴杰  程和琴  莫若瑜  杨忠勇 《海洋学报》2015,37(5):148-158

利用多波束测深系统对长江口南港、北槽、横沙通道和北港水下地貌进行测量,对沙波波高、波长、迎流倾角、背流倾角、水深和沉积物特征进行统计,并根据流速、沉积物粒径及水深估算其潮周期内净位移。结果表明:长江口沙波基本都为大型沙波,且沙波大小与其所在区域沉积物粒径呈正比关系;长江口各个区域沙波的对称性不同,涨、落潮优势流越明显,则沙波对称性越差,净位移越大;沙波对称性能反映此区域水动力强弱及潮周期内沙波净位移大小。  相似文献   

Evolution and character of supra-salt faults in the Easternmost Hammerfest Basin,SW Barents Sea     

《Marine and Petroleum Geology》2015

This study investigates the evolution of supra-salt faults in the Eastern Hammerfest Basin using high–quality seismic reflection data. Traditional techniques of displacement analysis, including the variation of fault displacement (throw) against distance (x), depth (z), expansion and growth indices were adopted. Fault reactivation was assessed using bivariate plots of a) cumulative throw vs. age and b) throw (t) vs. depth of nine (9) representative faults.The interpreted faults are supra-salt crestal and synclinal faults striking NE, E and SE. These faults have complicated t-x and t-z plots and are characterized by considerable stratigraphic thickening in their downthrown section. Faults in the study area have developed over the salt structure since latest Paleozoic times; some of them were reactivated by Early to Middle Triassic through dip linkage of initially isolated fault sets. Along strike, the fault exhibit complex segmentation through coalescence of several subunits linked by local throw/displacement minima. Expansion and growth indices show that the faults of the study area developed during the deposition of Paleozoic to Early Cretaceous sediments by polycyclic growth involving both blind and syn-sedimentary activity.An important piece of information from this study is that fault propagation is controlled by lithological heterogeneity and that both lateral and vertical segmentation of faults are important for hydrocarbon migration within the Triassic to Late Cretaceous interval.  相似文献   

Marine reserve establishment and on-going management costs: A case study from New Zealand     

《Marine Policy》2015

While there is considerable international research focused on the conservation outcomes of marine protected areas (MPAs) and marine reserves (MRs) there is little information on the economic cost to establish and manage these protected areas. This study estimated the MR pre-establishment and establishment costs for the Taputeranga Marine Reserve (TMR) in New Zealand (NZ) and determined the annual management costs for this reserve and four further NZ MRs. Finally, the cost to local rock lobster fishers resulting from the displaced fishing effort once the TMR had been established was estimated. This research found that the TMR pre-establishment cost was approximately NZ$508,000, and the establishment process cost was approximately NZ$353,000. The annual management costs across the five reserves ranged between NZ$43,200 and NZ$112,500 between 2008/09 and 2010/11. The annual fishers displacement cost at TMR was approximately NZ$22,000 per annum. This research showed that on a unit area basis, small MRs in NZ are just as expensive to maintain as large MRs. This study also highlighted how volunteer effort helped to considerably reduce the monetary cost of the MR pre-establishment process. This research increases our understanding of establishment and management costs, and supports future planning of MRs both within NZ and internationally.  相似文献   

海底裸置与埋置管线自沉过程对比研究     

唐丕鑫  杨树耕  宋艾恒  刘晓峰  徐蒙  王晗 《海洋工程》2015,33(2):89-96

海底管线是海洋油气输运系统的重要组成成分,其稳定性和安全性尤为重要。通过有限元软件ABAQUS,应用Mohr-Coulomb模型,模拟海底裸置与埋置管线自沉过程。通过平衡初始地应力,设置管土接触,考虑重力和浮力作用,进行土体固结分析,计算裸置与埋置管线的土体与管线竖直位移,并进行管线悬跨研究。计算结果显示,对于裸置管线,参数的改变使土体更容易发生塑性屈服,土体的竖直位移量更大;对于埋置管线,当管线埋深较浅、管线上方土体重量不大时,参数的改变使管线平均密度与周围土体密度相差越大土体越容易发生塑性屈服,土体的竖直位移量越大。当管线悬空时,悬跨长度过大易使管线两端支撑土体被压溃,管线易产生大变形而失稳,因此在管线安装与维护过程中,一定要采取措施降低悬跨长度,保证管线运营安全。  相似文献   

基于弹性力学思想的河流等高线冲突自动处理方法     

刘芳  王光霞  侯璇  贾奋励 《测绘工程》2015,(12):57-61

文中分析河流等高线冲突的自动处理方法,按照地图综合原理,提出基于弹性力学思想的河流、等高线冲突自动检测和纠正算法。该算法实现河流等高线的冲突探测,并对目标进行受力分析,运用平面杆件弹性体的受力变形模型,得到目标的位移量。该方法在纠正冲突的同时保证目标空间关系的正确,实验证明算法具有较高效率。  相似文献   

比例射线移位算法的改进及其应用     

刘晴  郭庆胜  龙毅 《测绘工程》2015,(12):68-71

点状要素群移位的比例射线算法能够较好地保持移位后点群的空间分布模式。文中从农村居民地群移位的实际要求出发,对比例射线移位算法进行了改进:首先考虑居民地面积的不同大小对移位的影响;其次,设计比例射线移位的迭代方法;最后对于非常邻近的居民地群的移位,采用"微小"移位方法。通过实验验所改进的算法是有效的。  相似文献   

建筑变形分析系统ST5.5在建筑物变形测量中的应用     

宁赟  肖春生  何名君 《测绘与空间地理信息》2015,(7):187-190

以具体的沉降观测项目和水平位移观测项目为示例,探讨了建筑物变形分析系统ST 5.5在建筑物变形测量中的应用。对该系统的功能和使用方法做了详细的阐述说明,并对使用心得做了详尽的介绍,对遇到的一些问题提出了相应的解决方法。  相似文献   

常州润华环球中心深基坑支护效果分析          下载免费PDF全文

宋珪  张海丰 《探矿工程》2015,42(12):44-47

常州润华环球中心基坑工程一区开挖深度达18 m,采用钻孔灌注排桩和内支撑作为支护结构。基坑施工过程中对基坑顶部的沉降位移和水平位移进行了监测。基坑工程施工结束后基坑顶部的沉降位移和水平位移达到稳定值（分别为25 mm和40 mm）,整体支护效果显著。但在基坑第三次开挖结束后第二道支撑构筑完成之前,基坑顶部的沉降位移和水平位移速率突然增大,直至第二道支撑构筑完成后增速才缓慢降低。提高第二道支撑的标高有利于降低基坑的变形,提高支护效果。  相似文献   

Recent Activity of the Badu-Longwei Segment, Guguan-Xiangong Fault in Southern Liupanshan, Constrained by Rhythmic Sediment Lithology and Geomorphic Characteristics     

SHI Zhigang  YUAN Daoyang  HE Wengui  LIU Xingwang  WANG Jun 《《地质学报》英文版》2015,89(4):1165-1175

This study's objective was to investigate the Guguan-Xiangong Fault, which lies in the southern Liupanshan area, through satellite image interpretation and field observations. Guguan-Xiangong Fault is divided into five subsegments; among these, the Badu-Longwei segment has been the most recently active. The geomorphic features of the Badu-Longwei segment are clearly displayed, including multiple high fault scarps with fresh bedrock free faces. There is significant evidence for Holocene activity of the three fault sections, located in Renhuashu, Tianjiagou, and Xinjiecun respectively. The three sections feature distinct episodic deposition and fault scratches. Based on 14 Cdating and field observations on the three fault sections, two or more paleoearthquakes across the Badu-Longwei fault segment are ascertained, between 5874±116 and 5430±140 a BP, and after 2037±83 a BP respectively. The Badu-Longwei segment of the Guguan-Xiangong Fault is preliminarily extrapolated as the seismogenic structure of the 600 A.D. Qin-Long earthquake.  相似文献