长江口九段沙潮沟系统分维研究   总被引：1，自引：0，他引：1  

陈琳  韩震 《海洋通报》2015,34(2):190-196

以长江口九段沙为研究区,采用2013年8月13日的Landsat-8遥感全色波段得到的九段沙潮沟分布图,利用Horton-Strahler原则将九段沙潮沟进行了分级。然后使用网格法对各个等级的潮沟进行了分维研究,计算了九段沙不同等级的每个潮沟左右两侧的维数值,并结合潮沟的宽度大小,对其维数值进行了比较和分析。研究结果表明,九段沙相同等级潮沟中,潮沟左侧维数的变化范围大于右侧,即潮沟左侧发育的复杂程度大于右侧;不同等级潮沟宽度的最小值变化幅度不大,但潮沟宽度的最大值变化幅度较大;不同等级潮沟宽度的变化和其潮沟左右两侧维数差值变化的相关性较小;不同等级潮沟,无论左侧还是右侧,潮沟维数大小随着潮沟的等级数和潮沟的平均宽度的增大而增大。  相似文献   

长江口洪水期潮波变形数值模拟研究     

路川藤  罗小峰  韩玉芳 《海洋工程》2015,33(1):73-82

由长江口现场水文测验资料分析知,洪水期潮波上溯过程中,潮波变形具有先加剧后趋缓的特点。基于非结构网格FVM方法建立大通至外海的大范围数学模型,复演长江口潮波传播过程,以此为基础,研究长江口洪水期潮波变形特征的形成原因。研究认为:洪水期长江口潮波变形转折点位于潮流界上游;转折点下游潮波变形逐渐加剧是由于高低潮位潮波传播速度差异造成的;转折点上游潮波变形趋缓是由于高潮位重力引起的潮波传播阻力对潮波传播影响大于高低潮位潮波传播速度差异造成的。  相似文献   

条子泥一期工程对条子泥发育影响及工程防护措施   总被引：2，自引：0，他引：2  

陈才俊  徐向红 《海洋工程》2015,33(5):105-112

通过历史和现场观测资料并结合遥感卫片资料,对条子泥匡围一期工程两年多的建设过程中,由工程所引起对条子沙洲西大港、东大港、条鱼港等主要的潮沟,及相应的潮盆系统和二分水的剧烈变化进行了分析研究,总结了潮沟摆动治理经验。治理方法主要为丁坝群结合砼连锁块镇压排布防护技术等。  相似文献   

The high‐frequency limit of usable response spectral ordinates from filtered analogue and digital strong‐motion accelerograms     

Sinan Akkar  Özkan Kale  Emrah Yenier  Julian J. Bommer 《地震工程与结构动力学》2011,40(12):1387-1401

The range of response frequencies for which spectral ordinates obtained from accelerograms may be considered reliable is limited by several factors, primary among them being the effects of filters that are routinely applied to remove noise from the records. Considerable attention has been focused on the low‐frequency limit of the usable spectral ordinates because of various engineering applications requiring long‐period spectral accelerations or displacements but only recently have rational approaches to selecting the high‐frequency limit been proposed. Since there are applications for which the high‐frequency spectral ordinates are important, the approaches to this issue presented in the recent studies are reviewed and their application to the ground‐motion database from Europe and the Middle East is explored. On the basis of the results of these analyses, it is concluded that a large proportion of this dataset can be used to provide reliable estimates of response spectral ordinates at much shorter periods than may have previously been considered feasible. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

A parameterization of the wavelength of tidal dunes     

Paolo Blondeaux  Giovanna Vittori 《地球表面变化过程与地形》2011,36(9):1152-1161

The idealized model of Besio et al. (On the formation of sand waves and sand banks. Journal of Fluid Mechanics 2006; 557: 1–17) is used to predict the wavelength of tidal dunes (sand waves) generated by tidal currents in estuaries and shallow seas. The predictions are then analysed and a formula is proposed to estimate the wavelength of tidal dunes as a function of the parameters of the problem. The wavelength of the dunes is found to increase when the water depth is increased and/or the strength of the tidal current is decreased. On the other hand, the size of the bottom material (if medium sand is considered) and the tidal ellipticity are found to have a relatively small influence on the length of the bottom forms. The formula proposed provides results which are consistent with field observations of different authors. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Geometric characteristics and evolution of a tidal channel network in experimental setting   总被引：3，自引：0，他引：3  

Brigitte M. Vlaswinkel  Alessandro Cantelli 《地球表面变化过程与地形》2011,36(6):739-752

This paper reports on a laboratory study that aims to reproduce a tidal channel network, in order to enhance the understanding of the morphodynamic evolution of the channel characteristics as the network expands and finally reaches equilibrium. A high‐resolution laser system scanned the bed topography at different time steps creating multiple digital elevation models of the channel network. Two hundred and seventy individual channel segments are analyzed and cross‐correlated in terms of their width, depth and length. The laboratory results show positive linear correlations between depth and width as well as between length and width of channel segments of the network configuration at final equilibrium. In a downstream direction, channels appear to widen more than they deepen, indirectly a sign that discharge has a stronger control on channel width than on depth. In contrast to fluvial drainage networks that commonly display fractal and scale‐invariant behavior, the geometric properties of the experimental tidal creek network shows scale dependence. Channel attributes exhibit consistent patterns of exponentially decreasing abundance, with increasing creek length, depth and width. The nature of the observed exponential distributions within creek attributes (width, depth, length) allows for statistical predictability of relative creek attribute dimensions downstream and through time. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

What should these rivers look like? Historical range of variability and human impacts in the Colorado Front Range,USA     

Ellen Wohl 《地球表面变化过程与地形》2011,36(10):1378-1390

Historical range of variability (HRV) describes the range of temporal and spatial variations in river variables such as flow regime or channel planform prior to intensive human alteration of the ecosystem. In mountainous river networks, HRV is most usefully applied to spatially differentiated geomorphic process domains with distinctive form and process. Using the Colorado Front Range as an example, three examples of how knowledge of HRV can assist river management and restoration are discussed. The examples involve instream wood load and channel morphology, beaver colonies and valley‐bottom form and process, and flow thresholds in regulated rivers. The question of what a river should look like – that is, what range of process and form the river included prior to intensive human alteration – can be addressed by (i) placing the river within a process domain, (ii) establishing correlations between form parameters that can be remotely sensed and reach‐scale process and form, so that the spatial extent, connectivity, and rarity of process domains within a river network or a region can be quickly assessed, (iii) inferring characteristics of the river prior to intensive alteration by documenting characteristics of the least altered reference rivers and by using proxy indicators of pre‐alteration conditions, and (iv) establishing process thresholds that must be exceeded to maintain form (e.g. flow thresholds to mobilize bed sediment). Once this context has been established, resource managers can better evaluate the options for restoring altered riverine form and function. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

砂质海滩地形动力分类研究进展     

于吉涛  陈子燊 《热带地理》2011,31(1):107-112

海滩状态是一个地形与水动力相互作用的三维地形动力问题.国外对海滩状态的地形动力分类已开展了大量卓有成效的研究工作,既包括波控、小潮、开阔海岸海滩状态的研究,也包括波控、不同潮差海岸海滩类型的研究和岬间海岸海滩类型的研究.文中回顾并概括了自20世纪70年代至今国外在砂质海滩地形动力分类方面代表性的研究工作,这些对于我国的...  相似文献   

基于潮汐变化的潮滩淹没模型构建     

赵晓亮  郭鹏  辛欣  刘芳 《测绘工程》2010,19(5):11-14

潮汐的变化带来海岸线的不断演变,位于潮间带的潮滩在潮汐作用下,会产生周期性的淹没与干出。从研究潮汐变化模型与潮滩地形模型入手,对两种模型进行运算、融合,构建出基于潮汐变化的潮滩淹没模型。实验表明,此模型可以很好满足潮滩淹没三维可视化仿真的需要。  相似文献   

广东流沙湾4个测站2个周日潮流观测的准调和分析   总被引：2，自引：0，他引：2  

张静  孙省利  吴灶和  陈春亮  张瑜斌 《台湾海峡》2010,29(3):408-413

采用短期资料的潮流准调和分析方法,对水深为4.4～17.0 m的流沙湾4个测站2个周日潮流观测获得的表、中、底层的潮流资料进行了分析,分别计算了4个测站O1、K1、M2、S2、M4、MS4共6个主要分潮的潮流调和常数,并给出了各观测站位在各层的潮流椭圆要素.计算结果表明：流沙湾主要为日潮流海区,其中湾外为规则日潮流,湾内为不规则日潮流;湾外主要分潮流的北分量一般大于东分量,而湾内主要分潮流的北分量一般小于东分量.观测期间余流的流向主要呈西北向,最大余流流速出现在湾内地形突然收窄处,且在湾内中层余流流速要大于表、底层余流流速.整个海区潮流的可能最大流速表层在57～107 cm/s之间,中层在53～106 cm/s之间,底层在34～98 cm/s之间.流沙湾湾外潮流主要为顺时针的旋转流运动,湾内为带有旋转流的往复流运动.  相似文献