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雷雨  赵丹宁 《大地测量与地球动力学》2013,33(2):91-95

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刘严萍  张立辉  张飞涟 《大地测量与地球动力学》2013,33(3):59-63

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郝明  朱良玉 《大地测量与地球动力学》2013,33(6):130-132

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Groundwater potential zones using a combination of geospatial technology and geophysical approach: case study in Dehradun,India     

《水文科学杂志》2012,57(2):169-182

ABSTRACT

A combination of geospatial, geophysical and statistical models using satellite data, the weighted index overlay (WIO) method and two-dimensional electrical resistivity tomography (2D-ERT) is applied to generate the highest potential groundwater area and to further explore the groundwater in Dehradun, India. The results show that of 19.7 km² total basin area, 0.26% falls under the “poor” category as a prospect zone for groundwater, 4.3% is “moderate”, 10.10% “moderately good”, 4.9% “good” and 0.17% “very good”. In addition, the demonstration of the geophysical survey is presented, in which Purkal Youth Society Division (PYSD) site is categorized as a shallow aquifer zone and the Guru Nanak Fifth Centenary School (GNFCS) site is a deeper aquifer zone. Our study emphasizes remote sensing and geographic information system integrated with a geophysical survey to support prospecting the most probable area and confirm the existence of groundwater.  相似文献   

Effects of bottleneck blockage on the resilience of an urban stormwater drainage system     

《水文科学杂志》2012,57(2):281-295

ABSTRACT

Severe urban floods have frequently caused social and financial infrastructure problems due to a lack of hydraulic capacity of urban drainage systems or the structural failure of network elements. Conventional, reliability-based design methods of drainage networks only provide acceptable performance under expected conditions of loading. In this study, a new approach based on resilience is proposed for the rehabilitation of urban drainage systems; this approach is able to maintain a predefined service level under both external and unexpected internal loads, including different scenarios of blockage and a severe rainfall event. The performance of different design methods: resilient, non-resilient, deterministic and uncertain models, is comprehensively compared and the most appropriate approaches are introduced. The results show that the new resilient approach outperforms conventional design/rehabilitation methods in terms of flood volume reduction. Additionally, the single blockage scheme and the Poisson distribution-based model show the best performance to enhance the resilience of the network.  相似文献   

铁路连续梁拱组合桥基于摩擦摆支座的减隔震研究   总被引：1，自引：0，他引：1       下载免费PDF全文

夏修身 《地震工程学报》2012,34(4):350-354

研究了铁路连续梁拱组合体系桥梁的支座减、隔震设计.针对该桥梁的特点提出了摩擦摆支座减、隔震设计的原则与方法;建立全桥计算模型,采用非线性时程分析方法重点分析了摩擦摆支座的减、隔震效果.结果表明,采用摩擦摆支座可以显著地减小结构顺桥向的最大地震弯矩及拱顶变形,横桥向的减、隔震效果受输入地震动的影响很大.  相似文献   

垂直应变的研究意义及模型分析          下载免费PDF全文

杨江  杜为民 《地震工程学报》2012,34(4):355-358

近20多年来国内垂直应变领域一直无人涉及.垂直应变量的获取可将应变固体潮从平面应变观测提升到三维空间应变观测.本文说明了垂直应变观测的必要性,建立了垂直应变观测系统的原始模型,并提出了研制的难点和理论上的解决方法.  相似文献   

分布式光纤振动传感系统中数据采集及信号处理系统设计     

李彩华  滕云田  李小军 《地震工程与工程振动》2012,32(1):161-167

本文主要介绍了一套分布式光纤振动传感系统中的数据采集及信号处理系统,该系统设计采用高性能的运算放大电路完成光电信号调理,以高精度差动模数转换器AD9246完成模数转换工作,并选用高性能FPGA作为核心逻辑控制器,并以低功耗的OMAP-L137作为CPU负责振动数据计算、网络通讯等工作,从而使该-OTDR分布式光纤振动传感系统测量范围扩展到25 km范围。本文通过计算相邻测点振动增量方法检测是否发生了振动入侵,提高了分布式光纤振动入侵检测的灵敏度。该设计方法提高分布式光纤振动传感系统的信噪比,使得该系统振动检测灵敏度提高、抗干扰能力增强,因此该分布式光纤振动传感系统可以用于实际工程的振动监控。  相似文献   

2007年宁洱6.4级地震序列精定位     

卢显  周龙泉 《中国地震研究》2012,26(2):160-167

Five mobile digital seismic stations were set up by the Earthquake Administration of Yunnan Province near the epicenter of the main shock after the Ning’er M6.4 earthquake on June 3, 2007. In this paper, the aftershock sequence of the Ning’er M6.4 earthquake is relocated by using the double difference earthquake location method. The data is from the 5 mobile digital seismic stations and the permanent Simao seismic station. The results show that the length of the aftershock sequence is 40km and the width is 30km, concentrated obviously at the lateral displacement area between the Pu’er fault and the NNE-trending faults, with the majority occurring on the Pu’er fault around the main shock. The depths of aftershocks are from 2km to 12km, and the predominant distribution is in the depth of 8～10km. The mean depth is 7.9km. The seismic fault dips to the northwest revealed from the profile parallel to this aftershock sequence, which is identical to the dip of the secondary fault of the NE-trending Menglian-Mojiang fault in the earthquake area. There are more earthquakes concentrated in the northwest segment than in the southeast segment, which is perhaps related to the underground medium and faults. The depth profile of the earthquake sequence shows that the relocated earthquakes are mainly located near the Pu’er fault and the seismic faults dip to the southwest, consistent with the dip of the west branch of the Pu’er fault. In all, the fault strike revealed by earthquake relocations matches well with the strike in the focal mechanism solutions. The main shock is in the top of the aftershock sequence and the aftershocks are symmetrically distributed, showing that faulting was complete in both the NE and SW directions.  相似文献   

农村地震应急管理体系建设改进对策的探讨     

王斌 《山西地震》2012,(2):46-48

分析目前农村地震应急管理工作中存在的问题,从加强探明当地地质构造背景,加强覆盖全面的农村地震应急预案,加强建立农村处置突发地震灾害的领导指挥体系,加强群测群防网络建设,加强农村防震减灾科普宣传,加强农村民房抗震设防的宣传指导等六个方面提出了农村地震应急管理体系建设的改进对策。  相似文献