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151.
152.
通过在新疆哈密五堡乡南大草滩严重缺水地区的水地质勘察,找到了一个日供水量为3000m^3/d的小型水源地,为在同类地区找水提供了一定的找水经验。 相似文献
153.
内蒙古赤峰地区安家营子金矿成矿流体研究 总被引:6,自引:1,他引:6
该金矿床产于晚燕山期安家营子二长花岗岩岩体内,受NNE向断裂带控制。矿化类型属蚀变岩型。矿物包裹体研冤表明,成矿流体为CO2-H2O-NaCl-KCl体系,来自安家营子花岗岩浆期后热液,其氢氧同位素组成分别为δD=-80.0~-96.5‰,δ18OH2O=4.5~5.7‰。主成矿期四个成矿阶段包裹体的均一温度和盐度分别为Ⅰ=340~360℃:Ⅱ=315~330℃,3.80~6.20 wt%/NaCl,CO2密度0.2~0.3 g/cm3;Ⅲ=245~285℃,3.5~4.5 wt%NaCl:Ⅳ=150~170℃,<2.0wt%NaCl。成矿流体盐度和CO2密度均较低。包裹体气相成分中(CH4 CO)/CO2<0.1,成矿环境为弱还原条件;液相成分中K Na 总量较高,K >Na 有利于碱质交代成矿作用。根据CO2包裹体获得资料计算,成矿压力为500~750×105Pa,成矿深度为2.0~2.5 km。流体控矿因素有水-岩反应、CO2与H2O-NaCl溶液不混溶和硫浓度降低等。其中以水-岩反应为主,它贯穿成矿全过程,控制原始成矿流体由碱性向弱碱性-弱酸性变化,使流体发生交代成矿作用。 相似文献
154.
腾冲热海火山地热区近期水热爆炸的阶段性演化特征 总被引:9,自引:1,他引:9
水热爆炸是活动性地热田的典型显示。腾冲热海火山地热区历史上曾发生过强烈的水热爆炸活动,但前期一度沉寂。1993年以来水热爆炸活动再度活跃。在过去十年间,研究区内发生过较大的爆炸喷发事件20余次,且规模越来越大。本文根据对爆炸形成泉点的选出气体化学和氦同位素组成的测试结果,研究了区内近期水热爆炸活动的演化特征。逸出气体化学和氦同位素组成特征指示,区内近期引发水热爆炸活动的气体源区有从浅层、中层向深层发展的趋势;作者认为,区内未来可能发生更大规模的爆炸活动,其危险性应引起高度关注。 相似文献
155.
三峡库区泥灰质岩石斜坡带构造对岩溶地质灾害的控制机理 总被引:1,自引:0,他引:1
张加桂 《水文地质工程地质》2004,31(6):43-47
三峡库区三叠系巴东组(T26)泥灰质岩石岩溶是移民迁建中发现的重大工程地质问题。泥灰质岩石中的构造非常复杂,包括老构造、新构造和表生构造,它们共同控制了岩溶作用。老构造中,褶皱和断裂带等局部构造控制着岩溶的重要部位和重要层位,节理和层理等小构造使岩溶普遍存在。新构造时期地表隆升和河流切割使岩体卸荷松动,岩溶通道扩宽。表生岩溶构造加密了岩溶通道,使岩溶作用增强。三峡库区泥灰质岩石斜坡带地质灾害形成的机理遵循着构造控制下岩溶发育的规律性,致使岩溶地质灾害具有范围广、规模大和结构复杂的特点。岩溶地质灾害的形式包括地面不均匀沉降、地裂缝、滑坡、崩塌、泥石流和地面塌陷。 相似文献
156.
基于MapGIS构建上海及邻近海域地震和新构造活动数据库。该数据库由空间和属性两大数据库组成。其中,空间数据库包括地理底图库及地震、活动断裂、新生代盆地、岩浆岩分布多个专题图库;属性数据库主要针对专题图库而建立,有地震属性库、活动断裂属性库及新生代盆地属性库。通过图形数据结构和属性数据结构共有的标识码实现图形数据库和属性数据库之间的连接。为方便查询检索,对重要的属性数据如断裂走向、地震震级等以编码方式表示。该数据库的建立为定量研究和评价本区地震与新构造活动的关系,以及防震减灾提供了重要的科学依据。 相似文献
157.
158.
Metamorphic evolution of garnet-bearing ultramafic rocks from the Gongen area, Sanbagawa belt, Japan 总被引:2,自引:0,他引:2
Garnet‐bearing ultramafic rocks including clinopyroxenite, wehrlite and websterite locally crop out in the Higashi‐akaishi peridotite of the Besshi region in the Cretaceous Sanbagawa metamorphic belt. These rock types occur within dunite as lenses, boudins or layers with a thickness ranging from a few centimetres to 1 metre. The wide and systematic variation of bulk‐rock composition and the overall layered structure imply that the ultramafic complex originated as a cumulate sequence. Garnet and other major silicates contain rare inclusions of edenitic amphibole, chlorite and magnetite, implying equilibrium at relatively low P–T conditions during prograde metamorphism. Orthopyroxene coexisting with garnet shows bell‐shaped Al zoning with a continuous decrease of Al from the core towards the rim, consistent with rims recording peak metamorphic conditions. Estimated P–T conditions using core and rim compositions of orthopyroxene are 1.5–2.4 GPa/700–800 °C and 2.9–3.8 GPa/700–810 °C, respectively, implying a high P/T gradient (> 3.1 GPa/100 °C) during prograde metamorphism. The presence of relatively low P–T conditions at an early stage of metamorphism and the steep P/T gradient together trace a concave upwards P–T path that shows increasing P/T with higher T, similar to P–T paths reported from other UHP metamorphic terranes. These results suggest either (1) down dragging of hydrated mantle cumulate parallel to the slab–wedge interface in the subduction zone by mechanical coupling with the subducting slab or (2) ocean floor metamorphism and/or serpentinization at early stage of subduction of oceanic lithosphere and ensuing HP–UHP prograde metamorphism. 相似文献
159.
Jan
ílený 《Tectonophysics》2004,383(3-4):133-147
The retrieval of earthquake moment tensor (MT) requires the response of the medium, in which seismic waves travel from the hypocenter to the stations, to be known. In inverting long-period (LP) seismic data (teleseismic and LP regional records), a gross earth model is sufficient; with decreasing periods, a more detailed model is needed. This is the case when waveforms of weak earthquakes at regional distances are to be inverted. Regional moment tensors (RMTs) of mostly Mediterranean earthquakes are determined on a routine basis by the Swiss Seismological Survey (SED) by using averaged models of the earth's crust. By inverting broad-band records of the Mw=4.8 earthquake near Udine, N Italy, on Feb. 14, 2002, we tested the sensitivity of the MT solution with respect to possible errors in the earth model used and in the location of the hypocenter depth. We perturbed the P and S velocities and the thickness in the 1-D earth model in the range from 3% to 30% of the parameter values and constructed estimates of confidence regions of the MT and error bars of the source time function (STF) and scalar moment in three frequency bands. Similarly, these error characteristics were determined assuming a mislocation in the hypocenter depth. We found that, in the band of periods from 25 to 50 s, the mechanism is resolved well (at the confidence level 95% at least) up to an earth model uncertainty of 30%, in the passband 10–25 s up to about 10%, but it is undetermined completely at periods of 5–10 s. An error in hypocenter depth of as much as double the value reported by the location procedure does not destroy the resolution of the mechanism at periods above 10 s. In the RMT catalog of the SED, earthquakes of Mw greater than about 3.5 are processed at periods above 30 s; thus, the solutions for these events are robust with respect to a possible uncertainty in the earth model used. Mechanisms of weaker earthquakes, retrieved from short periods, should be interpreted with caution. 相似文献
160.
Amina Chofqi Abedelkader Younsi El Kbir Lhadi Jacky Mania Jacques Mudry Alain Veron 《Journal of African Earth Sciences》2004,39(3-5):509
The El Jadida landfill is one among many uncontrolled dumping sites in Morocco with no bottom liner. About 150 tons/day of solid wastes from mixed urban and industrial origins are placed directly on the ground. At the site of this landfill, the groundwaters circulate deeply (10–15 m) in the Cenomanian rock (calcareous–marl), which is characterised by an important permeability from cracks. The soil is sand–clay characterized by a weak coefficient of retention.The phreatic water ascends to the bottom of three quarries, which are located within the landfill. These circumstances, along with the lack of a leachate collection system, worsen the risks for a potential deterioration of the aquifer.To evaluate groundwater pollution due to this urban landfill, piezometric level and geochemical analyses have been monitored since 1999 on 60 wells. The landfill leachate has been collected from the three quarries that are located within the landfill. The average results of geochemical analyses show an important polluant charge vehiculed by landfill leachate (chloride = 5680 mg l−1, chemical oxygen demand = 1000 mg l−1, iron = 23 000 μg l−1). They show also an important qualitative degradation of the groundwater, especially in the parts situated in the down gradient area and in direct proximity to the landfill. In these polluted zones, we have observed the following values: higher than 4.5 mS cm−1 in electric conductivity, 1620 and 1000 mg l−1 respectively in chlorides and sulfate (), 15–25 μg l−1 in cadmium, and 60–100 μg l−1 in chromium. These concentrations widely exceed the standard values for potable water.Several determining factors in the evolution of groundwater contamination have been highlighted, such as (1) depth of the water table, (2) permeability of soil and unsaturated zone, (3) effective infiltration, (4) humidity and (5) absence of a system for leachate drainage. So, to reduce the pollution risks of the groundwater, it is necessary to set a system of collection, drainage and treatment of landfill leachates and to emplace an impermeable surface at the site of landfill, in order to limit the infiltration of leachate. 相似文献