Input-output Balances of Nutrients and Plankton in a Flooded Area of the Lower Odra     

C. Engelhardt  A. Krüger  B. Karrasch  M. Baborowski 《洁净——土壤、空气、水》1999,27(5):325-330

The retention of particulate matter of the Odra River in flooded areas was estimated by determining suspended particulate matter (SPM) elimination and particle-bound nutrient retention in a polder area of the Lower Odra Valley national park. Water and suspended matter samples collected before, during, and after the 1997 summer flood at the inlet and the outlet of the investigated polder (Polder A/B close to Schwedt) offer the opportunity to balance the matter retention inside the floodplain. The maximum level of retained SPM (more than 80%) was calculated for the record flood of summer 1997, while in ordinary winter floods retention differs between 33% and 70%. Basic properties of the flowing particles like settling velocity, density, loss on ignition etc. change on their way through the polder area. In the investigated Polder A/B a retention of at least 50% of particle-bound phosphorus which was independent of the incoming suspended matter load from the Odra River was observed. The retention of particle-bound nitrogen and carbon varied seasonally to different extents. The presented balance demonstrates that particle-bound nutrient retention in polders is an important factor in the self-purification process of the river system. Some additional effort was done to study changes of plankton composition: during a joint field experiment in spring 1998, the authors determined biological parameters (abundance and biomass of phytoplankton and zooplankton) of water samples at polder inflow and outflow points.  相似文献   

Experimental study on mechanism of sea-dike failure due to wave overtopping     

《Applied Ocean Research》2017

This work, which was largely a fruit of China's national marine hazard mitigation service, explicitly reveals the major mechanism of sea-dike failure during wave overtopping. A large group of wave-flume experiments were conducted for sea dikes with varying geometric characteristics and pavement types. The erosion and slide of the landward slope due to the combined effect of normal hit and great shear from overtopping flows was identified the major trigger of the destabilization of sea dikes. Once the intermittent hydrodynamic load and swash caused any deformation (bump or dent) of the pavement layer, pavement fractions (slabs or rubble) on the slope started to be initiated and removed by the water. The erosion of the landward slope was then gradually aggravated followed by entire failure within a couple of minutes. Hence, the competent velocity would be helpful evaluate the failure risk if as well accounted in standards or criteria. However, the dike top was measured experiencing the largest hydrodynamic pressure with a certain cap while the force on the wall increased rapidly as the overtopping intensity approached the dike-failure threshold. The faster increase of the force on the wall than on the landward slope yielded the sequencing of loads reaching hypothetic limits before failure as: dike top – top-mounted wall – landward slope. Therefore, beside the slide failure, the fatigue damage due to the instantaneous hydrodynamic impact might be another mechanism of the dike failure, which did not appear in the experiment but should be kept in mind. Instead of the widely adopted tolerable overtopping rate, a 0.117–0.424 m³/(m s) range of overtopping discharge and a 10 m/s overtopping velocity for the failure risk of typical sea dikes along China's coastlines were suggested, which enables the possible failure risk prediction through empirical calculations. The failure overtopping rate was identified strongly dependent on the pavement material, the landward slope and the dike-mounted wall but showed little variation with the width of the dike top. The flat concrete pavement and gentle landward slopes are suggested for the dike design and construction. For given configurations and hydrodynamic conditions in the experiment, the dike without the wall experienced less overtopping volume than those with the 1-m top-mounted wall. Meanwhile, the remove of the wall increased the failure overtopping rate, which means a certain increase of the failure criterion. Thus, care must be taken to conclude that the dike-mounted wall seems not an entirely appropriate reinforcement for the stability and safety of coastal protections. This should be further checked and discussed by researchers and engineers in the future.  相似文献   

The validity of generic trends on multiple scales in rock-physical and rock-mechanical properties of the Whitby Mudstone,United Kingdom     

《Marine and Petroleum Geology》2017

Finding generic trends in mechanical and physical rock properties will help to make predictions of the rock-mechanical behaviour of shales. Understanding the rock-mechanical behaviour of shales is important for the successful development of unconventional hydrocarbon reservoirs.This paper presents the effect of heterogeneities in mineralogy and petrophysical properties on the validity of generic trends on multiple scales in rock-mechanical and rock-physical properties of the Whitby Mudstone. Rock-mechanical laboratory experiments have been performed on Whitby Mudstone samples from multiple outcrops within five kilometres laterally in order to investigate the heterogeneity and possible trends on an outcrop scale. Unconfined compression tests and acoustic measurements have been conducted to obtain the rock-mechanical properties, including rock strength, Young's modulus, Poisson's ratio, and velocity anisotropy. The rock-physical properties, including mineralogy, porosity, and matrix density, were measured using X-ray fluorescence and helium pycnometry. Various methodologies have been applied to the resultant data in order to derive different brittleness indices.Significant heterogeneity in rock-mechanical and rock-physical properties is present on an outcrop scale. There is no obvious correlation between mineral content and rock-mechanical properties on an outcrop scale in the Whitby Mudstone. Comparison with shales from different basins show, however, correlations between composition and elastic properties. The presence of significant heterogeneities on an outcrop scale and between shales from different basins make it difficult to find generic trends in rock-physical and rock-mechanical properties.  相似文献   

鄂尔多斯盆地北缘南北向剖面上地幔远震P波层析成像   总被引：6，自引：4，他引：2       下载免费PDF全文

毛慧慧  雷建设  滕吉文 《地球物理学报》2016,59(6):2056-2065

为深入理解华北克拉通破坏机理,本研究通过鄂尔多斯盆地北缘南北向宽频带线性高密度流动地震台观测记录的远震波形数据,获得了1985条高质量到时资料,进而利用FMTT(Fast Marching Teleseismic Tomography)快速行进层析成像方法获得了华北克拉通西部鄂尔多斯盆地北缘深至300km范围的P波速度模型.结果显示,鄂尔多斯盆地下方呈现出深至150~200km的高波速异常,说明华北克拉通其西部岩石圈保存完好尚未遭到明显破坏.河套地堑下方存在向鄂尔多斯盆地下方延伸的明显低波速异常,其深度可达300km深度,而阴山造山带下方上地幔存在深至100km左右的弱高波速异常,说明鄂尔多斯盆地周边地区的岩石圈均遭到一定程度破坏并减薄,可能与新生代时期太平洋板块的俯冲引起深部热物质上涌等作用密切相关.这些研究结果说明,华北克拉通在构造演化过程中不同块体经历了不同的破坏演化历史,这对于认识克拉通破坏减薄机制具有重要意义.  相似文献   

全波形反演在缝洞型储层速度建模中的应用   总被引：2，自引：0，他引：2       下载免费PDF全文

崔永福  彭更新  吴国忱  尚帅  郭念民  赵锐锐 《地球物理学报》2016,59(7):2713-2725

速度是地震偏移成像准确与否的关键所在.全波形反演综合利用地震波场运动学和动力学信息,能够得到相比传统速度建模方法更高频的成分.全波形反演的理论比较成熟,但实际应用成功的例子相对较少,特别是对于陆上地震资料.塔里木盆地地震地质条件复杂,为了实现缝洞型储层的准确成像,本文开展了针对目标靶区的全波形反演精细速度建场研究.采用一种时间域分层多尺度全波形反演流程:首先通过层析成像建立初始速度模型;其次利用折射波反演浅层速度模型;最后利用反射波反演中深层速度模型.偏移成像结果表明基于全波形反演的速度建模技术能有效改善火成岩下伏构造的成像精度,显示了全波形反演在常规陆上采集资料的应用潜力.  相似文献   

基于Duffing振子混沌系统的地震速度分析方法          下载免费PDF全文

刘财  王博  刘洋 《地球物理学报》2015,58(6):2057-2068

强随机噪声干扰是导致地震勘探资料低信噪比的主要原因,如何在强随机噪声干扰下获取有效的信息是值得关注的问题.Duffing振子混沌系统是一个非线性的动力学系统,其对强随机噪声具有免疫能力,而对特定的周期性信号具有敏感性.本文提出一种基于Duffing振子混沌系统的速度分析方法.对CMP道集按照时距曲线关系进行移动窗口截取,将所截取的信号构建为待测信号加入Duffing振子混沌系统,通过相图网格分割方法(GPM)判断系统状态的改变,从而在强随机噪声背景下获得高分辨率的速度谱.理论模型和实际资料的处理结果表明,与传统的水平叠加速度分析方法相比,本方法能够在强随机噪声背景下获得更准确的速度分析结果.  相似文献   

山脊线与坡度和峰值速度放大系数的相关性研究   总被引：1，自引：1，他引：0       下载免费PDF全文

蒋涵  周红  高孟潭 《地球物理学报》2015,58(1):229-237

地形效应是地震工程和地震学的重要研究内容.数值方法是研究地形效应的重要工具.然而以往关于地形特征对地形效应的影响的研究大多是基于二维简单模型.对三维真实地形特征和地震动放大的关系缺乏详细的研究.为了更好地描述三维地形特征,本文将地形用不同的地形特征因子来描述,并用算法将它们从地形数据中提取出来.从而使地形和放大系数的相关性的研究转换为不同地形特征因子和放大系数的相关性的研究上.本文中,我们选择芦山地区作为研究对象,用算法提取出特征因子山脊线和坡度.它们分别表征了山脊形态和山体的陡峭程度.我们又用谱元法分别模拟三种不同主频Ricker子波的地震波在起伏地表和水平地表模型中的传播,并得到了它们各自的峰值速度(PGV)放大系数.通过分析三个主频的PGV放大系数在山脊线上分布,我们发现放大系数幅值在山脊线上分布不均匀.放大系数较高的地方位于山脊线弯曲或宽度发生变化的附近.我们又统计了三个放大系数在滑动平均坡度上分布,并得到了放大系数均值和坡度的正相关曲线.结果表明坡度和放大系数两者在幅值分布上具有正相关性.  相似文献   

利用宽角反射/折射地震剖面揭示芦山M_S7.0地震震区深部孕震环境          下载免费PDF全文

王帅军  王夫运  张建狮  刘宝峰  张成科  赵金仁  段玉玲  宋向辉  邓晓果  马策军  孙一男  臧怡然  李怡青 《地球物理学报》2015,58(9):3193-3204

2013年4月芦山地震发生后,中国地震局迅速成立了芦山地震科学考察指挥部,要求查明芦山地震的深部构造环境和孕震背景.为此,中国地震局地球物理勘探中心于2013年9月至11月在芦山震源区布设了一条长约410km的人工地震高分辨宽角反射/折射探测剖面,获得了信噪比较高的人工地震探测数据,采用地震射线走时正演拟合构建了该区的地壳及上地幔二维P波速度结构模型,结果显示:扬子块体和松潘—甘孜块体显示出迥异的速度结构特征,地壳厚度由南向北逐渐加厚.沉积盖层在四川盆地厚达7.8km,而进入松潘—甘孜块体沉积层最薄处只有几百米厚,几乎出露地表;在中上地壳,扬子块体平均速度比松潘—甘孜块体高0.2km·s-1,在盆地与高原耦合部位(构造转换带)以北深度大约20km左右有一厚度为8.0km的软弱层(低速层),该层内的速度为5.80km·s-1,明显低于周围介质的平均速度6.00~6.10km·s-1;构造转换带内,震相显示紊乱、不清晰、不能连续对比,由地表至上地幔顶部壳内界面不连续、速度结构异常紊乱且呈现低速异常特征;在中下地壳,沿剖面速度呈现正梯度垂向增大变化;壳内界面在扬子块体内部起伏变化不大,但在构造转换带以北呈现急速加深的趋势,特别是Moho界面起伏变化较为明显,界面深度在距离50km范围内由扬子块体的36.2km迅速变化至松潘—甘孜块体下方的45.8km,形成一陡变带.芦山MS7.0级地震震源位置位于二维速度结构异常紊乱和界面起伏变化的地带,研究表明,壳内界面及速度结构差异、起伏变化的特征与该区域的地震活动性关系密切.  相似文献   

低孔隙度泥页岩应力依赖的各向异性裂纹演化特性研究   总被引：4，自引：0，他引：4       下载免费PDF全文

唐杰  吴国忱 《地球物理学报》2015,58(8):2986-2995

本文在实验室对所获取的东营地区层理发育的低孔隙度页岩和泥岩的各向异性裂纹演化特性进行了研究,获得了各向同性条件下泥页岩的力学与超声波响应特性,分析了应力幅度对于页岩声波速度和各向异性的影响.主要结论包括:(1)泥页岩在循环载荷下存在滞后效应,表明其经历了去压实或油气产生导致的超压;(2)泥岩和页岩具有不同程度的各向异性,随着各向同性压力的增高微裂隙逐渐闭合,样品的各向异性程度减弱;(3)分析了岩石韧度和裂纹损伤参数随压力的变化特征,相比泥岩,页岩各向异性程度更高,随压力变化更明显,其裂纹导致的附加各向异性更强;(4)分析了各向异性岩石的动态弹性模量特征,由于软裂隙空间的闭合,动态弹性模量在低压条件下都随着围压的增加有硬化趋势.  相似文献   

Subsurface offset behaviour in velocity analysis with extended reflectivity images     

W.A. Mulder 《Geophysical Prospecting》2014,62(1):17-33

Migration velocity analysis with the constant‐density acoustic wave equation can be accomplished by the focusing of extended migration images, obtained by introducing a subsurface shift in the imaging condition. A reflector in a wrong velocity model will show up as a curve in the extended image. In the correct model, it should collapse to a point. The usual approach to obtain a focused image involves a cost functional that penalizes energy in the extended image at non‐zero shift. Its minimization by a gradient‐based method should then produce the correct velocity model. Here, asymptotic analysis and numerical examples show that this method may be too sensitive to amplitude peaks at large shifts at the wrong depth and to artefacts. A more robust alternative is proposed that can be interpreted as a generalization of stack power and maximizes the energy at zero‐subsurface shift. A real‐data example is included.  相似文献