河南红旗渠沿线地质灾害易发性评价   总被引：3，自引：0，他引：3  

皇甫行丰  李坷凌  古维善 《中国地质灾害与防治学报》2004,15(3):29-33

红旗渠是20世纪60年代河南省林州市人民在国家极其困难时期依靠自力更生、艰苦奋斗，在太行山腰上修建的引漳入林水利工程。建成后灌溉着林州3．6万hm^2农田，解决了98万人口和37万头牲畜的吃水问题，发挥着巨大的经济效益。然而，红旗渠沿线地质条件极为复杂，地质灾害频繁发生，自红旗渠建成运行以来，几乎每年都有崩塌、滑坡、泥石流等地质灾害发生。1960～2000年，红旗渠总干渠因地质灾害造成的决口事件有19次。1996年8月3～4日，由于连降暴雨，引发崩塌、滑坡和泥石流等地质灾害，使总干渠沿线154处渠道淤塞，淤积达94402m^3，给工农业生产和人民生命财产造成巨大损失，直接经济损失达1．17亿元，灾后修复费用达1100万余元。多年来每年用于地质灾害后修复的费用达数百万元。如何有效地防治红旗渠沿线地质灾害，确保顺畅其流，千秋永固，是值得研究的一项重要课题。据调查，共发现各类地质灾害94处，其中危岩体44处，崩塌24处，滑坡12处，泥石流14处。作者基于地质灾害现状，采用定性分析结合定量分析方法，对各类地质灾害进行评价，将红旗渠沿线地质灾害易发性划分为4个区，即高易发区、中易发区、低易发区和不易发区，为红旗渠沿线地质灾害防治规划提供依据。  相似文献   

多年冻土区铁路路基病害整治     

李英武 《冰川冻土》2004,26(Z1):237-240

The paper analyses the treatment measurements of railway roadbed main diseases in permafrost regions. Taking lessons from the diseases finally the mature experiences of treatments are offered.  相似文献   

柴达木北缘超高压变质带中的岛弧火山岩   总被引：45，自引：3，他引：45       下载免费PDF全文

史仁灯  杨经绥  吴才来  Tsuyoshi IIZUKA  Takafumi HIRATA 《地质学报》2004,78(1):52-64

青藏高原北部柴北缘发育一套与超高压变质带并行的早古生代岛弧火山岩带,岛弧火山岩以玄武岩类为主,包括一些中酸性岩类,岩石以普遍遭受绿片岩相蚀变为特征,区别于该地区普遍遭受角闪岩相区域变质的元古代的基性火山岩。该早古生代的岛孤火山岩显示三组地球化学特征:①VTG-Ⅰ,岛弧拉斑玄武岩(IAT);②VTG-Ⅱ,高Al次钙碱性-碱性过渡型玄武岩;③VTG-Ⅲ,较N-MORB更亏损的拉斑玄武岩(异常MORB)。研究认为前两组火山岩是成熟岛弧两个发育阶段的特征性产物:洋壳俯冲到陆壳的初用,由俯冲洋壳和地幔楔的部分熔融形成岛弧拉斑玄武岩(IAT),随着俯冲板块的速度加快和岛弧周围地壳的加厚,则形成钙碱性玄武岩(CA)、高Al玄武岩。第三组火山岩形成于弧间盆地,由亏损的地幔楔高度部分熔融形成比N-MORB亏损的的火山岩(异常MORB)。岛弧火山岩的锆石LA-ICP-MS法U-Pb年龄为514.2±8.5 Ma,说明柴北缘在早古生代发生过洋壳向陆壳的俯冲作用。鉴于该地区代表陆-陆俯冲作用的柴北缘超高压变质岩石也是形成于早古生代(494Ma),认为陆-陆俯冲作用发生在洋-陆俯冲作用之后,二者时间和空间相伴随。  相似文献   

长江中下游地区铜金（钼）矿Re-Os年龄测定及其对成矿作用的指示   总被引：123，自引：16，他引：123       下载免费PDF全文

毛景文  Holly STEIN  杜安道  周涛发  梅燕雄  李永峰  藏文栓  李进文 《地质学报》2004,78(1):121-131

长江中下游是中国东部一个重要的Cu-Au-Fe-Mo矿成矿带。笔者等在5个夕卡岩-斑岩Cu-Au-Mo矿区采集了11件辉钼矿样品,在铜陵地区大团山层控夕卡岩Cu-Au-Mo矿体采集了5件辉钼矿样品进行Re-Os同位素年龄测定。在对16件样品进行ICP-MS方法测定的同时,还利用NTIMS方法对其中9件样品进行了精测,两种方法测定的结果基本吻合。16件辉钼矿的Re-Os同位素模式年龄为134.7±2.3～143.7±1.6Ma(2σ)。其中大团山铜矿区的5件样品的模式年龄更为接近,分布范围为 138.0± 3.2～140.8±2.0 Ma,平均 139.3±2.6Ma,其等时线年龄为 139.1±2.7Ma,初始Os为0.7±8.1(MSWD=0.29)。这些结果清楚地反映出夕卡岩-斑岩Cu-Au-Fe-Mo矿床与层控夕卡岩Cu-Au-Mo矿床为同一时代形成,属于同一成矿系统。作为中国东部大规模成矿作用的组成部分,长江中下游地区铜钼金矿床的形成与岩石圈构造体制大转换之地球动力学事件相耦合,为中生代第二期大规模成矿作用的产物。  相似文献   

莺歌海盆地成因及其大地构造意义   总被引：16，自引：3，他引：16       下载免费PDF全文

钟志洪  王良书夏斌 董伟良孙珍  施央申 《地质学报》2004,78(3):302-309

莺歌海盆地位于南海西北部 ,属 NW走向红河断裂带向南海海域的延伸。本文通过对盆地结构、沉降特征和构造 -沉积迁移过程的研究 ,提出莺歌海盆地在始新世—早渐新世期间属左旋扭张性断陷盆地 ,晚渐新世—早中新世的盆地演化阶段受到红河断裂带的左行剪切运动影响。莺歌海盆地的形成和演化历史反映了印藏板块碰撞过程对南海形成演化的影响历史  相似文献   

Seismotectonic environment of occurring the February 3, 1996 Lijiang M=7.0 earthquake, Yunnan Province     

HAN  Zhu-jun 《地震学报(英文版)》2004,17(4):453-463

Lijiang-Daju fault, the seismogenic fault of the 1996 Lijiang M=7.0 earthquake, can be divided into Lijiang-Yuhu segment in the south and Yuhu-Daju segment in the north. The two segments show clear difference in geological tectonics, but have the similar dynamic features. Both normal dip-slip and sinistral strike-slip coexist on the fault plane. This kind of movement started at the beginning of the Quaternary (2.4～2.5 Ma B.P.). As to the tectonic types, the detachment fault with low angle was developed in the Early Pleistocene and the normal fault with high angle only after the Mid-Pleistocene (0.8 Ma B.P.). Based on the horizontal displacements of gullies and the vertical variance of planation surfaces cross the Lijiang-Daju fault at east piedmont of Yulong-Haba range, the average horizontal and vertical slip rates are calculated. They are 0.84 mm/a and 0.70 mm/a since the Quaternary and 1.56 mm/a and 1.69 mm/a since the Mid-Pleistocene. The movements of the nearly N-S-trending Lijiang-Daju fault are controlled not only by the regional stress field, but also by the variant movement between the Yulong-Haba range and Lijiang basin. The two kinds of dynamic processes form the characteristics of seismotectonic environment of occurring the 1996 Lijiang earthquake.  相似文献   

The GIS and analysis of earthquake damage distribution of the 1303 Hongtong M=8 earthquake     

GAO  Meng-tan 《地震学报(英文版)》2004,17(4):398-404

The geography information system of the 1303 Hongton M=8 earthquake has been established. Using the spatial analysis function of GIS, the spatial distribution characteristics of damage and isoseismal of the earthquake are studies. By comparing with the standard earthquake intensity attenuation relationship, the abnormal damage distribution of the earthquake is found, so the relationship of the abnormal distribution with tectonics, site condition and basin are analyzed. In this paper, the influence on the ground motion generated by earthquake source and the underground structures near source also are studied. The influence on seismic zonation, anti-earthquake design, earthquake prediction and earthquake emergency responding produced by the abnormal density distribution are discussed. Foundation item: National important fundamental research “The Basic Research of Important Project in Damage Environment” and The important project “The Seismic Hazard Assessment Research and Anti-earthquake Structure Research” from China Earthquake Administration during the 10th Five-year Plan. Contribution No. 04FE1008, Institute of Geophysics, China Earthquake Administration.  相似文献   

The organisation of fish assemblages in the regulated Lima basin, Northern Portugal     

Jos Maria Santos  Francisco Godinho  Maria Teresa Ferreira  Rui Cortes 《Limnologica》2004,34(3):224-235

In order to understand the structure of fish assemblages in the modified Lima basin (Northern Portugal), two distinct datasets concerning the presence and abundance of fish species were subjected to multivariate analysis. On the River Lima two types of flow modification are present within kilometres of one another: (a) a reduced and constant flow due to hypolimnetic release; and (b) an intense and irregular flow. A comparison of their influence on fish assemblages revealed a gradient of assemblage types from tributaries to main river sites. The latter were characterised by a strong dominance of cyprinids, particularly Iberian barbel (Barbus bocagei). The former harboured two kinds of fish assemblages: those closer to the river mouth were dominated by the cyprinids Iberian chub (Squalius carolitertii) and Iberian nase (Chondrostoma polylepis), which were also frequently present in the main river; while in those further upstream the predominant species was the brown trout (Salmo trutta). Although explanatory variables such as distance from source, altitude, substrate coarseness and width were the primary correlates of fish assemblage composition, dam construction and flow regulation also had a significant effect upon assemblage structure, particularly by: i) reducing the importance of migratory species; ii) constraining the presence of trout in the regulated segments; and iii) simplifying the community, especially in the case of the constant and reduced flow regime.  相似文献   

Molecular modeling of the 10-Å phase at subduction zone conditions     

Jianwei Wang 《Earth and Planetary Science Letters》2004,222(2):517-527

Molecular dynamics (MD) modeling of the 10-Å phase, Mg₃Si₄O₁₀(OH)₂·xH₂O, with x=2/3, 1.0 and 2.0 shows complex structural changes with pressure, temperature and water content and provides new insight into the structures and stabilization of these phases under subduction zone conditions. The structure(s) of this phase and its role as a reservoir of water in the mantle have been controversial, and these calculations provide specific predictions that can be tested by in situ diffraction studies. At ambient conditions, the computed structures of talc (x=0) and the 10-Å phases with x=2/3 and 1.0 are stable over the 350-ps period of the MD simulations. Under these conditions, the 10-Å phases show phlogopite-like layer stacking in good agreement with previously published structures based on powder X-ray diffraction data for samples quenched from high-pressure and high-temperature experiments. The calculations show that the 10-Å phase with x=2.0 is unstable at ambient conditions. The computed structures at P=5.5 GPa and T=750 K, well within the known stability field of the 10-Å phase, change significantly with water content, reflecting changing H-bonding configurations. For x=2/3, the layer stacking is talc-like, and for x=1.0, it is phlogopite-like. The calculations show that transformation between these two stackings occurs readily, and that the talc-like stacking for the x=2/3 composition is unlikely to be quenchable to ambient conditions. For x=2.0, the layer stacking at P=5.5 GPa and T=750 K is different than any previously proposed structure for a 10-Å phase. In this structure, the neighboring basal oxygens of adjacent magnesium silicate layers are displaced by b/3 (about 3 Å) resulting in the Si atoms of one siloxane sheet being located above the center of the six-member ring across the interlayer. The water molecules are located 1.2 Å above the center of all six-member rings and accept H-bonds from the OH groups located below the rings. The b/3-displaced structure does not readily transform to either the talc-like or phlogopite-like structure, because neither of these stackings can accommodate two water molecules per formula unit. There is likely to be a compositional discontinuity and phase transition between the b/3-displaced phase and the phase with phlogopite-like stacking. The simulations reported here are the first to use the recently developed CLAYFF force field to calculate mineral structures at elevated pressures and temperatures.  相似文献   

Monitoring and modelling of pore water pressure changes and riverbank stability during flow events   总被引：1，自引：0，他引：1  

Massimo Rinaldi  Nicola Casagli  Stefano Dapporto  Alessandro Gargini 《地球表面变化过程与地形》2004,29(2):237-254

Pore water pressures (positive and negative) were monitored for four years (1996–1999) using a series of tensiometer‐piezometers at increasing depths in a riverbank of the Sieve River, Tuscany (central Italy), with the overall objective of investigating pore pressure changes in response to ?ow events and their effects on bank stability. The saturated/unsaturated ?ow was modelled using a ?nite element seepage analysis, for the main ?ow events occurring during the four‐year monitoring period. Modelling results were validated by comparing measured with computed pore water pressure values for a series of representative events. Riverbank stability analysis was conducted by applying the limit equilibrium method (Morgenstern‐Price), using pore water pressure distributions obtained by the seepage analysis. The simulation of the 14 December 1996 event, during which a bank failure occurred, is reported in detail to illustrate the relations between the water table and river stage during the various phases of the hydrograph and their effects on bank stability. The simulation, according to monitored data, shows that the failure occurred three hours after the peak stage, during the inversion of ?ow (from the bank towards the river). A relatively limited development of positive pore pressures, reducing the effective stress and annulling the shear strength term due to the matric suction, and the sudden loss of the con?ning pressure of the river during the initial drawdown were responsible for triggering the mass failure. Results deriving from the seepage and stability analysis of nine selected ?ow events were then used to investigate the role of the ?ow event characteristics (in terms of peak stages and hydrograph characteristics) and of changes in bank geometry. Besides the peak river stage, which mainly controls the occurrence of conditions of instability, an important role is played by the hydrograph characteristics, in particular by the presence of one or more minor peaks in the river stage preceding the main one. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献