城市密集建筑群对沉积谷地地震动放大效应的影响

采用有限元模拟方法建立了建筑群-沉积谷地二维模型,并在土体截断边界上施加粘弹性人工边界,在频域与时域中对比分析此体系和单独沉积谷地的地震反应,观察地震时沉积谷地与建筑群之间的动力相互作用规律。分析表明,沉积谷地中建筑群对谷地本身的地震反应具有显著影响。入射波频率较低时,由于共振效应的存在,在部分区域处建筑群-沉积谷地体系的地表位移响应幅值会大于单独沉积谷地,但随着入射波频率的增加,建筑群的存在又会对地震反应产生明显的减弱效果;建筑群对谷地的影响还与建筑高度和建筑间距有关,且不同位置处的响应也存在很大差异。计算结果可为沉积谷地中设防烈度的设置以及工程抗震设计提供部分理论依据。     

A Discrete Wavenumber Boundary Element Method for study of the 3-D response 2-D scatterers

A mathematical formulation of the 2·5D elastodynamic scattering problem is presented and validated. The formulation is a straightforward extension of the Discrete Wave number Boundary Integral Equation Method (DWBIEM) originally proposed by Kawase¹ for 2D scattering problems and subsequently extended to the 3D problem by Kim and Papageorgiou.² It is demonstrated that the Green's function which is appropriate for a boundary formulation of the 2·5D elastodynamic scattering problem is the one corresponding to a unit force moving on a straight line with constant velocity. Such a Green's function is derived in the present study. The formulation may be used to study the wavefields in models of sedimentary deposits (e.g. valleys) or topography (e.g. canyons or ridges) with a 2D variation in structure but obliquely incident plane waves. The advantage of a 2·5D formulation is that it provides the means for calculations of 3D wavefields in scattering problems by requiring a storage comparable to that of the corresponding 2D calculations. © 1998 John Wiley & Sons, Ltd.     

Seismic indicators of focused fluid flow and cross-evaporitic seepage in the Eastern Mediterranean

We present for the first time a synthesis of the evidence of focused fluid flow in the Eastern Mediterranean, providing an updated record that includes recent and past occurrences through the last ca. 6 My of evolution of the basin. We do this by adding the interpretation of a previously unpublished regional 2D seismic dataset to the existing occurrences of focused fluid flow reported in the literature. Our interpretation shows a high number (141) of focused fluid flow features, which span the stratigraphic interval from late Miocene to Recent. Of these features, (82) are at the seabed, and (59) are buried. The previous published record is more difficult to quantify, but in comparison shows an overwhelming majority of seabed features, with only rare examples of buried features.The spectrum of the buried and seabed features covers pockmarks, pipes, mud volcanoes, clastic intrusions and collapse structures. Clustering of the fluid flow features is observed at different times in specific areas, including the Nile Cone, and the Levant, Herodotus, Cyprus and Latakia basins. With the buried record, we are able to highlight the evolution of the leakage points through time. Focused fluid flow venting has been occurring since the onset of the Messinian Salinity Crisis and the start of basinwide deposition of evaporites. We focus in particular on seismic indicators of leakage through evaporites, and of sub-evaporitic source for fluids and remobilised sediments. We also discuss the role of the evaporites as a seal to ascending fluids, and in which circumstances they can be breached.Fluids (and associated remobilised sediments) are sourced from different intervals, from the sub- and supra-evaporitic section, and possibly within the evaporites. Only a minor proportion of the fluid flow features are certainly sourced from below the Messinian evaporites, and most of them are located in the Nile-Levant-Eratosthenes areas. The few examples of pathways that are able to cross thick, undeformed and well preserved evaporites are typically correlated to overpressure release and hydrofracturing. This confirms that the evaporites do act regionally as a very good seal as expected, while fluids are able to cross the evaporites only in their most extreme expression, i.e. in near-lithostathic overpressure conditions. This is confirmed by our observations made in the Eastern Mediterranean, where in the presence of relatively undisturbed evaporites, cross-evaporite vertical fluid pathways are only observed at the high end of the flux-pressure range, and involve sediment remobilisation. Maps combining these different elements can be used to detect areas potentially more prone to breaching.     

黑龙江绥芬河市北寒葱河河谷地下水水质保护及开发利用建议

为掌握绥芬河市北寒葱河河谷地下水的水质状况,向地方提供合理的水资源开发建议,本研究以地质、水文地质调查、水样采集等手段为基础,利用模糊综合评价法和层级阶梯法分别进行了研究区地下水水质和污染状况评价,应用物探测试、抽水试验等原位测试技术论证了区域地下水的富水性。以上工作基本查明了研究区地下水的水量和水质现状.认为研究区裂隙承压水一般为Ⅰ~Ⅲ类水质,污染等级为未污染水,水质状况较好,污染程度较低,宜于饮用;中生代构造破碎带涌水量可达350m³·d^-1以上,建议地方政府应重点围绕构造破碎带开展物探找水,并开展地下水源地分区保护规划.     

Hydraulic properties of concentrated flow of a bank gully in the dry‐hot valley region of southwest China

To quantify spatiotemporal variation in hydraulic properties of bank gully concentrated flow, a series of scour experiments were run under water discharge rates ranging from 30 to 120 l min^?1. Concentrated flows were found to be turbulent and supercritical in the upstream catchment area and downstream gully beds. As discharge increased, values of the soil erosion rate, Reynolds number (Re), shear stress, stream power, and flow energy consumption (ΔE) increased while values of the Froude number (Fr) and the Darcy–Weisbach friction factor (resistance f ) did not. With the exception of gully headcut collapse under discharge rates of 60, 90, and 120 l min^?1, a declining power function trend (P < 0.05) in the soil erosion rate developed in the upstream catchment area, headcuts, and downstream gully beds. However, increasing trends were observed in temporal variations of hydraulic properties for downstream gully beds and the upstream catchment area. Despite significant differences in temporal variation between the soil erosion rate and hydraulic property values, relative steady state conditions of the soil erosion rate and ΔE were attained following an initial period of adjustment in the upstream catchment area, headcuts, and downstream gully beds under different discharge rates. A logarithmic growth of flow energy consumption per unit soil loss (ΔE_u) was observed in bank gullies and the upstream catchment area as the experiment progressed, further illustrating the actual reason behind the discrepancy in temporal variation between soil erosion rates and ΔE. Results demonstrate that ΔE can be used to estimate headcut erosion soil loss, but further quantitative studies are required to quantify coupling effects between hydraulic properties and vertical variation in soil mechanical properties on temporal variation for bank gully soil erosion rates. Copyright © 2015 John Wiley & Sons, Ltd.     

青藏高原东北部河湟谷地1726 年耕地格局重建

整理、校正了1726 年（雍正四年）河湟谷地历史文献中的田亩数据,并在GIS技术的支持下建立了该区1726 年具有空间属性（2 km×2 km）的耕地分布格局。结果显示：1726 年河湟谷地耕地总面积为1.427×10³ km²,其中番地占64.7%,屯科秋站垦地占35.3%。河湟谷地虽然面积较大,但受自然环境条件的限制,可耕之地较少,该区仅有47%的网格具有耕地分布,耕地集中分布在湟水河干流区及大通河中游地区和龙羊峡以下的黄河谷地。从耕地垦殖强度分析,受自然环境条件和政治格局的双重影响,1726 年该区整体垦殖率较低,全区仅有1.4%的耕地网格垦殖率在40%以上,而68.3%的耕地网格垦殖率在10%以下,正处在广泛的开荒垦殖阶段。垦殖强度在空间分布上也存在明显差异,其中西宁县整体垦殖率水平最高,其耕地网格平均垦殖率达到了13.5%。     

关于创建川滇水库地震监测预报研究实验场的建议

川滇两省水能资源开发量位居全国前茅,尤其是川滇交界区域的雅砻江、大渡河、金沙江流域的水能资源富甲全国,在西部大开发中的战略地位极其重要,国家即将在此建成一个位于全球破坏性地震多发区域的巨型水库密集区。具有全球难寻的监测、预报、研究水库地震的资源优势。建议用完全开放的创新思维,在此区域创建水库地震监测预报研究实验场,具有重要的防震减灾现实意义和历史意义。     

海河流域地下水生态水位研究

针对海河流域的生态环境问题,提出海河流域地下水生态水位的概念。本文就山前平原区、中部平原区和东部滨海平原区地下水的不同特点,开发和利用现状的不同,分别提出了海河流域各地区深层和浅层的地下水生态水位,并根据海河流域地下水位现状,提出保持或恢复地下水生态水位的措施。     

Investigation of a large collapse sinkhole affecting a multi-storey building by means of geophysics and the trenching technique (Zaragoza city,NE Spain)

An active sinkhole around 100 m long has been investigated in the city of Zaragoza (NE Spain). Subsidence activity on this depression, including the sudden occurrence of a collapse sinkhole 5 m across, led to the abandonment of a factory in the 1990s. At the present time, a building with 100 flats and shallow pad foundations partially built on the sinkhole, is affected by rapid differential settlement. The development of the sinkhole results from the karstification of the halite- and glauberite- bearing bedrock and the sagging and collapse of the overlying bedrock and alluvium, more than 30 m thick. GPR and electrical resistivity profiles have provided information on the distribution and geometry of the subsidence structure. The application of the trenching technique and geochronological methods (AMS and OSL dating) has allowed us to infer objective and practical data on the sinkhole including (1) Limits of the subsidence structure, (2) subsidence mechanisms, (3) cumulative subsidence (>408 cm), (4) subsidence rates on specific failure planes (>1.8 cm/year), (5) episodic displacement regime of some fault planes. The available information indicates that the progressive deformation recorded in the building will continue and might be punctuated by events of more rapid displacement. This work illustrates the practicality of the trenching technique for the study of sinkholes in mantled karst areas.     

基于共轭地表曲面的山脊线和山谷线提取方法的研究

从数字化地形资料中自动提取山脊线和山谷线的技术,在测绘、工程设计等方面有着重要的意义。本文对地形流水模拟法提取山脊线和山谷线的方法进行深入研究后,提出利用共轭地表曲面的概念实现自动提取算法山谷线和山脊线的方法,并设计出了基于共轭地表曲面的地形流水模拟法自动提取算法山谷线和山脊线的算法。文后通过实验验证了该方法的有效性,它所提取的山脊线和山谷线与实际地形相符合。