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从华南几个具代表性地点的下三叠统灰岩中,获得了有意义的古地磁学初步结果。这些结果支持华南存在分离板块的设想。根据新近获得的地质与古地磁学证据,推断华南存在4个岩石图板块。它们是扬子(D=232.4°,I=-11.8°,K=28.2,α95=5.5°),湘桂(D=198.0°,I=32.2°,α95=12.9°),华夏(D=88.0°,I=13.0°,K=20.1,α95=9.1°)和海南(上二叠统D=338.2°,I=15.9°,K=10.2,α95=14.3°)板块。4个板块的古地磁极位分散,纬度差明显,并存在碰撞后的局部与区域性的旋转作用,尤其是顺时针旋转。华南早中生代的大地构造可理解为4个来自古特提斯和冈瓦纳的岩石圈碎块与欧亚大陆聚合作用的产物。 相似文献
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黄土边坡中竖直裂隙的发育往往会对边坡稳定产生影响。相对于平面应变机制,建立三维破坏机制下边坡稳定性分析方法更能接近实际边坡失稳情况。基于塑性极限分析上限法,考虑预先存在竖直裂隙的三维黄土边坡不同破坏机制（坡面破坏、坡脚破坏和坡底破坏）,建立能量平衡方程及其无量纲临界高度值γH/c表达式,采用随机搜索法得到了临界高度的上限解。分析了约束宽度、边坡坡度、内摩擦角以及裂隙深度对三维竖直裂隙黄土边坡临界高度值的影响。结果表明：对于坡脚破坏机制,临界高度值随着裂隙深度的增加而减小,减小至临界裂隙深度 (δ /H)min后,裂隙深度的增加不再影响临界高度值;临界裂隙深度随着坡度β 的增大而增大,随着内摩擦角φ 的增大而减小。当约束宽度B/H<0.8时,大多数破坏机制为坡面破坏。当约束宽度B/H=0.8、内摩擦角φ =10° 及约束宽度B/H=0.6、内摩擦角φ =15° 时,边坡的破坏从坡面破坏机制逐渐过渡到坡脚破坏机制。存在竖直裂隙的黄土边坡比完整边坡具有更小的临界高度,约束宽度及内摩擦角会对三维黄土边坡破坏机制产生影响。 相似文献
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古河道对于重现古气候、古生态环境变化有着重要的意义。极化合成孔径雷达（SAR）数据以散射矩阵的形式记录了地物的后向散射信息，能有效地识别隐伏的古河道信息。本文以古河道发育的松嫩平原西部作为研究区域，选取Sentinel-1双极化数据（VV-VH）作为数据源，通过VV-VH双极化模式下的H/α分解处理，构建了由散射熵H与散射角α构成的二维H/α平面。依据雷达波在古河道充填沉积物中发生体散射以及在古河床底界面发生二次散射，并且体散射功率大于二次散射功率，确定了古河道散射类型属于H/α平面上的高熵多次散射。结合此特征与Sentinel-2影像，最终对研究区内的古河道信息进行了提取。研究表明，通过VV-VH双极化模式下的H/α分解方式可以提取到在Sentinel-2影像上无明显特征的古河道信息。 相似文献
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τ-p变换是一种经典的函数投影变换方法,在地震数据处理中有着广泛的应用,可以根据地震数据射线参数的差异,实现信噪分离、地震道插值、平面波分解等。但是,由于τ-p变换的精度和分辨率受到相应数学反问题的限制,在保证较高变换精度的前提下,τ-p变换计算速度的加快,以及相应滤波算子的设计等都值得研究。本文提出了基于径向道变换的τ-p变换方法和基于斜率分解的τ-p变换方法,阐明了两种方法的基本原理并与常规τ-p变换方法进行对比。基于径向道变换的τ-p变换方法利用快速Fourier变换和径向道变换,能有效减少τ-p变换的耗时;基于斜率分解的τ-p变换方法运用斜率分解算法,能进行高分辨率τ-p变换,并且提供冗余变换维度（τ-x-p域）,使滤波器算子的设计更灵活。数值实验结果表明,两种实现方法分别在计算速度和重构精度上优于传统τ-p变换算法。通过面波噪声压制的实际数据处理和比较,证明本文提出的两种τ-p变换实现方法可以为实际处理提供更加有效和灵活的实施方案。 相似文献
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隧道TBM开挖过程中经常会遇到复合岩层,在这种地质环境下,隧道掘进机（tunnel boring machine,简称TBM）开挖过程中的隧道围岩强度很难估计,隧道开挖掌子面和围岩容易发生坍塌。为了提高隧道掘进效率、预防事故发生,对开挖隧道围岩强度进行实时估算方面的研究很有必要。在重庆轨道九号线隧道TBM施工中,通过室内试验和现场实测数据发现,TBM推力FN与岩石强度成正比、TBM扭矩推力比T/FN（T为扭矩）与贯入度p0.5成正比例关系。针对砂质泥岩、砂岩和灰岩组成的复合岩层,提出了一种利用现场实测推力FN和扭矩T的值来快速估算开挖隧道围岩强度的方法,进一步对TBM实测数据进行线性拟合,从而得到估算公式中两个常数α1、α2的取值方法,并在10多个隧道实际工程中得到验证。结果表明,对于这种复合岩层地质环境,两个常数α1、α2的值与滚刀数量n和滚刀直径d相关。该研究成果为实时快速估算开挖隧道围岩强度提供了一种新的切实可行的思路,能提高隧道TBM施工的可靠性和安全性,具有重要的应用价值。 相似文献
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在深部工程中经常会遇到层状岩体,由于高应力的影响,在工程活动中发生因层状结构面诱发的岩体灾害问题。这与深部工程中的真三向高应力环境及层状结构面产状密切相关。为此,基于一种取自某深部金属矿山的层状硬质片岩,开展了考虑片理方位的真三轴压缩试验研究,获取了该片岩在两种片理加载方位下,不同应力差条件时,试样的变形、强度及破裂数据。结果表明,该硬质片岩的力学特性受片理加载方位和应力条件影响较大。具体表现在,当中间主应力σ2平行片理走向时,试样的脆性更强,且最小主应力σ3 越小脆性越强。当σ2垂直片理走向时试样的强度更高,但强度随σ3增加而增加的敏感性较弱。当σ2平行片理走向时,试样的破坏均以沿片理的剪切为主;而当σ2 垂直片理走向时,试样在低σ3 时,主要发生穿片理的拉破坏,高σ3 时,则转变为沿片理的剪切破坏。试验结果对陡倾层状硬质岩体工程的稳定性评价有一定的启示意义,即当片理走向与洞轴线的夹角较小时,浅层围岩片理面的法向应力释放程度较高,易发生受片理结构控制的脆性破坏;反之,夹角较大时,岩体的稳定性较强。 相似文献
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采用线性层结盐水发生装置以及喷嘴向下以重盐水注入盐水层结的方法,模拟线性层结盐水中羽流的发展过程;应用时间分辨粒子图像测速技术（PIV）,研究线性层结盐水中羽流内部流场结构。羽流的发展过程可以定性地归纳为3个阶段:入射阶段、中性浮力层出现阶段和中性浮力层稳定阶段。实验结果显示:羽流流速从中心区域向边缘逐步递减;羽流在下沉到最大深度后回升到中性浮力层,并向四周扩散;在羽流内部及边界存在大量复杂的涡旋结构,说明在羽流发展的过程中,始终伴随着羽流与周围环境水体之间的掺混作用。重新拟合确定了羽流最大穿透距离公式中的量纲一常数C,取值为4.03。 相似文献
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采用刚性滑块构建两种圆形隧道失稳环向开挖面破坏模式,利用编制的非线性规划程序求解隧道失稳环向开挖面支护力系数σT /c（σT为均布支护荷载,c为有效黏聚力）最优上限解及地层破坏模式,揭示地层参数对隧道稳定性的影响,提出简单实用的极限支护力简化公式。研究结果表明：不排水条件下,当隧道埋深比H/D（H为埋深,D为隧道直径）和重度系数γD/c（γ 为重度）较小时,破坏区域主要集中在隧道中上部,随着H/D和γD/c增大,滑移线起始位置沿着隧道轮廓逐渐向隧道底部扩展,破坏区域向水平方向扩展。排水条件下,地层破坏模式主要有3种。当内摩擦角ϕ 和γD/c较大时,随着剪胀系数的减小,极限支护力和地层破坏范围变化较大,甚至可能引起破坏模式的改变。针对不同深度提出的极限支护力简化公式可快速获得隧道环向开挖面极限支护力。 相似文献
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三种Rmaxo分别为0.67%,3.41%和4.90%的煤样,在t=350-700℃、Pc=400-600MPa、ε=10%-30%、ε=3.63×10-4-2.59×10-5s-1条件下的变形实验表明:(1)煤光性组构的成因是芳环层片在构造应力作用下重新定向所致,重新定向的主要机制是煤化过程中芳环层片的择优成核生长,同时存在物理转动定向机制的作用;(2)芳环层片的重新定向主要发生在煤级相对较低阶段,VRI的Z轴主要反映这一阶段的构造应力方向;(3)YRI的形态特征并非仅与有限应变有关,它不能直接作为有限应变分析的标志。 相似文献
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Contained density currents with high volume of release reflect against the boundaries of the reception environment commonly leading to oscillatory flow. These flows exist in sediment clarifiers, compromising their operations, and deposited signatures of contained turbidity currents are found as part of the infill of sedimentary basins; for operation of the former and interpretation of the latter it is essential to understand the dynamic processes of these flows. Six lock‐exchange experiments with different initial densities were made in a horizontal flume, where the volume of the saline mixture in the lock was equivalent to the volume of the ambient fluid. A further two tests, with a repeated initial density, were made: one with high volume of release and very long duration; and another with low volume of release. Firstly, the movement of the current is discussed, including the oscillations within the experimental tank involving the density current and an upper layer counter‐current. It is shown that the cyclic behaviour is self‐similar with the reduced gravity of the initial density in the lock. Secondly, entrainment and water mixing processes are characterized. The time evolution of mixing is characterized qualitatively by analysing the background potential energy of the density distributions to show that mixing occurs even in the earlier stages of the current, and mainly within the first cycle of the oscillation. Quantified analysis reveals that, in currents with high volume of release, entrainment discharge is one order of magnitude higher, mainly due to the larger interface between the ambient fluid and the current. A model for the evolution of the mixing process is proposed for density currents with high volume of release. Finally, the dynamics of the head of the current is analysed. The entrainment in the head, when compared to the entrainment in the remainder body of the flows, is less important for the configuration with a larger lock. 相似文献
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江湖关系演变及强烈人类活动改变了洞庭湖区的水系格局与连通性,加剧了湖区水环境与水生态的恶化形势,开展水系格局与连通性研究是洞庭湖区水系综合整治和河湖生态修复的重要内容。基于景观生态学中网络连通度分析方法,建立了水系格局与连通性评价指标体系,包括河频率、河网密度、水系环度（α）、节点连接率（β）和网络连接度（γ）等,分析评价了洞庭湖不同片区现状及规划水系格局与连通性的差异以及合理性,提出了水系连通规划的优化方案。结果表明:现状洞庭湖区水系格局和连通性总体较好,但各个片区存在较大差异,湘-资水尾闾地区的现状水系格局和连通性良好,北部地区和松澧地区的现状水系格局与连通性较差。松澧地区水系规划方案改善了该地区的水系格局与连通性,但北部地区的规划方案并不合理。经过比选与优化,北部地区的α、β、γ指标比现状提高了13.2%、6.9%和4.7%,比原规划方案提高26.0%、9.4%和9.4%。 相似文献
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Periodic frontogenesis in a region of freshwater influence 总被引：1，自引：0，他引：1
Observations are presented from a series of three conductivity-temperature-depth (CTD) surveys of the salinity and temperature structure of Liverpool Bay, a region that is strongly influenced by the input of fresh water from the rivers of northwest England. The surveys demonstrate the development, seaward movement, and eventual decay of a haline front. The frontogenesis is driven by the relaxation of a freshwater-induced horizontal density gradient following the decrease in tidal range at neap tides. It results in the area of Liverpool Bay being stratified for a period of 8 d before the increase in tidal mixing as the spring tide approaches returns the region to its initial vertically mixed state. In Liverpool Bay this process usually repeats on the spring-neap cycle, though strong wind-mixing may prevent the frontogenesis and subsequent stratification. Analysis with a 1-dimensional numerical model suggests that relaxation of an initially nonlinear horizontal density field, creating the front, is triggered by the stability produced by tidal straining of the water column during the ebb half-cycle. The reduction in tidal mixing energy approaching neap tide does not lead to frontogenesis without this initial stability. Such a regular stratification signal will have a marked effect on the local environment. The periodic frontogenesis will act as a tidal pump, moving buoyant substances in the water column offshore, while the onshore residual currents lower in the water column will more deeper dissolved substances inshore. The cycling of stability on the springneap time scale is considerably faster than the seasonal cycle of thermal stratification in the shelf seas, but is similar in creating the conditions required for phytoplankton blooms. Conditions favorable for enhanced primary production may therefore occur frequently in such regions of freshwater influence. 相似文献
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为研究风浪作用下水生植物对水流结构的影响，选取太湖中两种典型沉水植物（苦草与马来眼子菜）为研究对象，分别对苦草植物斑块与马来眼子菜植物斑块内外水体的瞬时流速进行野外现场测量，利用瞬时流速的能量谱分布将波浪流速与紊动流速分离，分别分析水生植物对时均流速、波浪流速以及紊动能的影响。风浪影响下，水体中存在流向与测量时近水面处盛行风向一致的水流；波浪流速以垂向流速为主，且波浪流速自水面向床底逐渐减小；紊动能在水面处达到最大值，并向床底方向逐渐减小。与无植被条件相比，苦草与马来眼子菜的存在减小了时均流速、波浪流速以及紊动能。两种植物形态上的差异，导致其对水流结构的影响不同：苦草叶片阻流面积在冠层中部达到最大，使得时均流速与波浪流速在苦草中部位置的减小程度最大；马来眼子菜叶片主要集中于冠层顶部（水面附近），其对时均流速以及波浪流速的减小作用在水面处达到最大。 相似文献
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Turbidity currents and pyroclastic density currents may originate as stratified flows or develop stratification during propagation. Analogue, density‐stratified laboratory currents are described, using layers of salt solutions with different concentrations and depths to create the initial vertical stratification. The evolving structure of the flow depends on the distribution of the driving buoyancy between the layers, B* (proportional to the layer volumes and densities), and their density ratio, ρ*. When the lower layer contains more salt than the upper layer, and so has a greater proportion of the driving buoyancy (B* < 0·5), this layer can run ahead leading to streamwise or longitudinal stratification (ρ*→0), or the layers can mix to produce a homogeneous current (ρ*→1). If the upper layer contains more salt and thus buoyancy (B* > 0·5), this layer travels to the nose of the current by mixing into the back of the head along the body/wake density interface to produce a homogeneous flow (ρ*→1) or overtaking, leading to streamwise stratification (ρ*→0). Timescales describing the mixing between the layers and the streamwise separation of the layers are used to understand these flow behaviours and are in accordance with the experimental observations. Distance–time measurements of the flow front show that strongly stratified flows initially travel faster than weakly stratified flows but, during their later stages, they travel more slowly. In natural flows that are stratified in concentration and grain size, internal features, such as stepwise grading, gradual upward fining and reverse grading, could be produced depending on B* and ρ*. Stratification may also be expected to affect interactions with topography and overall fan architecture. 相似文献
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Observations of the Mobile Bay, Alabama, plume during a flood event in April 1991 reveal significant differences in the current field on either side of a front associated with the buoyant plume. During a strong southeasterly wind, turbid, low salinity water from Mobile Bay was pushed through an opening in the west side of the ebb-tidal delta and moved parallel to the coast. A stable front developed between the low salinity water of the buoyant plume (11‰) and the high salinity coastal water (>23‰) that was being forced landward by the prevailing winds. Despite the shallow water depth of 6 m, measurements of currents, temperature, and salinity show large shears and density gradients in both the vertical and the horizontal directions. At a station outside of the buoyant plume, currents at 0.5 m and 1.5 m below the surface were in the same direction as the wind. Inside the plume, however, currents at 0.5 m below the surface were parallel to the coast, 45°, off the direction of the wind and the magnitude was 45% larger than the magnitude of the surface currents outside the plume. Beneath the level of the plume, the currents were identical to the wind-driven currents in the ambient water south of the front. Our observations suggest that the wind-driven surface currents of the ambient water converged with the buoyant plume at the front and were subducted beneath the plume. The motion of the ambient coastal surface water was in the direction of the local wind stress, however, the motion of the plume had no northerly component of motion. The plume also did not show any flow toward the front, suggesting a balance between the northerly component of wind stress and the southerly component of buoyant spreading. In addition, the motion of the plume did not appear to affect the motion of the underlying ambient water, suggesting a lack of mixing between the two waters. 相似文献
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Sylvain Capo Isabelle Brenon Aldo Sottolichio Patrice Castaing Patrick Le Goulven 《Journal of African Earth Sciences》2009,55(1-2):52
In comparison to their temperate counterparts, sediment processes in tropical estuaries are poorly known and especially in African ones. The hydrodynamics of such environments is controlled by a combination of multiple processes including morphology, salinity, mangrove vegetation, tidal processes, river discharge, settling and erosion of mud and by physico-chemical processes as well as sediment dynamics.The aim of this study is to understand the sediment processes in this transitional stage of the estuary when the balance between river discharges and marine processes is reversing. Studying the hydrodynamics and sediment dynamics of the Konkouré Estuary has recently been made possible thanks to new data on bathymetry, sedimentary cover, salinity, water elevations, and current velocities. The Lower Konkouré is a shallow, funnel shaped, mesotidal mangrove-fringed, tide-dominated estuary, well mixed during low river discharge and stratified during high river discharge. The Konkouré Estuary is turbid despite the small amount of terrestrial input and its residual velocity at the mouth during low river discharges, landwards for two of the three branches, suggests a landward migration by tidal pumping of the suspended particulate matter. A Turbidity Maximum Zone (TMZ) is identified for typical states of the estuary with regard to fluvial and tidal components. Suspended sediment transport during a transitional stage between the rainy and dry seasons is known thanks to current velocity and Suspended Sediment Concentration (SSC) measurements taken in November 2003. The Richardson layered number calculation assesses that turbulence is the major mixing process in the water column, at least during the flood and ebb stages, whereas stratification occurs during the slack water periods. Tidal currents generate bottom erosion, and turbulence mixes the suspended sediment throughout the water column. As a result, a net sediment input is calculated from the western Konkouré outlet for two consecutive tidal cycles. Despite the net water export, almost 300 tons per tide reach the estuary through this outlet, for a moderate river flow. 相似文献
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Arnoldo Valle-Levinson Nandita Sarkar Rosario Sanay Doris Soto Jorge León 《Estuaries and Coasts》2007,30(1):113-126
Underway current velocity profiles were combined with temperature and salinity profiles at fixed stations to describe tidal
and subtidal flow patterns in the middle of the northernmost Chilean fjord, Estuario Reloncaví. This is the first study involving
current velocity measurements in this fjord. Reloncaví fjord is 55 km long, 2 km wide, and on average is 170 m deep. Measurements
concentrated around a marked bend of the coastline, where an 8-km along-fjord transect was sampled during a semidiurnal tidal
cycle in March 2002 and a 2-km cross-fjord transect was occupied, also during a semidiurnal cycle, in May 2004. The fjord
hydrography showed a relatively thin (<5 m deep), continuously stratified, buoyant layer with stratification values >4 kg
m−3 per meter of depth. Below this thin layer, the water was relatively homogeneous. Semidiurnal tidal currents had low amplitudes
(<10 cm s−1) that allowed the persistence of a surface front throughout the tidal cycle. The front oscillated with a period of ca. 2.5
h and showed excursions of 2 km. The front oscillations could have been produced by a lateral seiche that corresponds to the
natural period of oscillation across the fjord. This front could have also caused large (2 h) phase lags in the semidiurnal
tidal currents, from one end of the transect to the other, within the buoyant layer. Tidal phases were relatively uniform
underneath this buoyant layer. Subtidal flows showed a 3-layer pattern consisting of a surface layer (8 m thick, of 5 cm s−1 surface outflow), an intermediate layer (70 m thick, of 3 cm s−1 net inflow), and a bottom layer (below 80 m depth, of 3 cm s−1 net outflow). The surface outflow and, to a certain extent, the inflow layer were related to the buoyant water interacting
with the ambient oceanic water. The inflowing layer and the bottom outflow were attributed to nonlinear effects associated
with a tidal wave that reflects at the fjord's head. The weak subtidal currents followed the morphology of the bend and caused
downwelling on the inside and upwelling on the outside part of the bend. 相似文献