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1.
用一个水平二维模式对近海风暴流进行数值研究。选用西行、北上和西行转向三个模式台风路径。发现在台风后部沿轨迹右侧留有强的、稳定的、与台风同方向的“尾流”。在“尾流”右侧还伴有一个绕“水堆”的顺时针方向的涡旋。试验证实台风过境后主要增水区位于台风路径右侧。并指出海洋对缓慢移动的台风的响应更强。  相似文献   

2.
基于1976,1993年埕岛油田海域测深资料,应用HISWA浅水海浪数值计算模式,研究风暴浪入侵该海域导致的波-底相互作用后果。数值计算结果表明,海区固定点海底冲刷导致波场强化;波参数增量与冲刷深度有关;海底水质点轨道流速峰值,底摩擦耗散峰值及临界波高值相对水深分布均表明,该海域深水区海底冲刷将减弱,浅水区海底冲刷将加强。  相似文献   

3.
采用SWAN波浪模式对201415号台风‘海鸥’期间的海浪进行数值模拟,通过与实测数据对比,模拟结果较好。台风风场由圆形对称Jelesnianski-II模型构造,风场结构能够很好的体现出台风过境期间的变化情况。根据台风期间的实测温度数据以及ECMWF海表面温度数据的变化研究海表面温度对台风的响应。研究发现,台风"海鸥"在近海复杂的海洋和地形条件下,台风路径降温范围成不对称分布,最大降温中心出现在路径右侧,降温幅度将近1.5℃。  相似文献   

4.
不同沉积物养护海滩对台风响应的差异性研究   总被引:2,自引:2,他引:0  
本文通过对厦门天泉湾人工卵石滩和会展人工沙滩在1614“莫兰蒂”超强台风影响前后的典型剖面监测,结合水文动力要素的观测和数值模拟,计算了台风影响过程的波浪场、总水位,分析了剖面形态和台风过程的剖面平均变化量。结果表明,强潮海岸人工卵石滩与人工沙滩对台风响应的特征明显不同,人工卵石滩横向上大部分卵石向岸输移堆积,滩面侵蚀,滩肩堆积形成更高的风暴滩肩,坡度明显变陡。而人工沙滩则表现为明显的沉积物离岸输运,上部滩面侵蚀,下部滩面淤积,滩面坡度明显变缓,受台风登陆后的强烈向岸风作用,滩肩顶有所夷平,滩肩高度变化很小。海滩滩肩在台风过程中是否侵蚀与台风登陆和影响过程的总水位(天文潮、风暴增水、波浪爬高)密切相关,两个人工海滩的风暴响应模式均为冲蚀;台风影响过程中,波浪能量相对强、滩面坡度相对陡的人工卵石滩比人工沙滩的剖面平均变化量小,对于台风的响应程度小,在强侵蚀高能海岸采用砾石等粗粒径沉积物进行海滩养护是减缓砂质海滩侵蚀的一种有效手段。  相似文献   

5.
将一个三维湍能封闭模型应用于开阔海区的风暴潮,通过数值计算探讨了Taylor底摩擦二次率的拖曳系数随空间的分布及拖曳系数与水深、海底粗糙度、风向和风速等因素的关系。本文对底摩擦二次率的可靠性做了评价。  相似文献   

6.
天津近海小型底栖动物丰度研究   总被引:6,自引:1,他引:5  
2006年7月至2007年10月在渤海湾天津近海的15个站位,分春、夏、秋、冬4个航次进行了小型底栖动物丰度的调查.通过对未受扰动沉积物样品中的生物分析,共采集到线虫、桡足类、多毛类、介形类、寡毛类、双壳类、动吻类等小型底栖动物类群和少量未鉴定实体,其中线虫为优势类群,占总丰度的90%以上.调查海域小型底栖动物丰度春、夏、秋、冬依次为(405.4±154.8)ind/10cm2,(417.6±38.6)imd/10 cm2,(161.6±64.5)ind/10cm2和204.7±69.7ind/10 cm2,区内的分布以中部海域居多.小型底栖动物丰度值存在季节变化,春季和夏季平均丰度值较高,夏季略高于春季;秋冬季值偏低.小型底柄动物多分布于沉积物0~5 cm层次,占总量的85.9%~92.9%.春季和秋季的小型底栖动物丰度值与沉积物叶绿素a含量显著相关.与我国近海海域研究资料比较显示,目前渤海湾天津近海小型底栖动物丰度值略低.  相似文献   

7.
台湾岛附近海洋对0908号台风“莫拉克”的响应特征   总被引:1,自引:1,他引:0  
在模拟2009年登陆我国东部沿海的台风"莫拉克"的基础上,利用AVHRR/AMSR和SODA再分析数据和模拟结果,初步评估了GRAPES-ECOM海-气耦合模式(上海台风研究所基于GRAPES-TCM区域台风模式和ECOM海洋模式开发而成)模拟台风期间海洋响应的能力,并分析了台风期间台湾岛周围海域的海温、上升流、中尺度冷涡等的变化特点。分析结果表明,GRAPES-ECOM耦合模式较好地模拟了表层海温对台风的响应,与深水海洋响应比较,揭示了近海对台风响应的一些新特征:(1)在台湾以东海域,台风活动改变了黑潮海域海水的垂直运动,诱导黑潮南部沿岸上升流,而北部先于台风存在的上升流减弱,导致不同水深海温的最大降温位置都出现在路径左侧,与深海偏向路径右侧不同;(2)位于台湾岛东北面的彭佳屿冷涡因其形成与大陆架和黑潮有关,当台风在台湾以东洋面活动时,冷涡位于台风右前方,黑潮表层海水辐合流向大陆架,冷涡中心温度上升,强度减弱,当台风转折北上,冷涡位于台风东南侧,表层海水辐散,加强底层冷水上涌,从而增强了该冷涡的强度;(3)台风不仅加深了台湾海峡的混合层深度,还使得海水的垂直热力结构改变,并使整层海温趋于一致。  相似文献   

8.
基于FVCOM模式建立一个三维数值模型,对2011年“纳沙”台风登陆北部湾前后水位与流场变化进行了分析,并探究了风暴射流的生成机制。结果表明,广西近岸风暴射流的产生是对台风到来造成的水位起伏变化的一种正压响应;台风进入到北部湾期间,造成北部湾近岸水位先降低后升高,所导致的水位梯度差产生了驱动力,促使海水向西运动增强,从而导致在广西近海风暴射流的产生;台风登陆期间琼州海峡西向流流量增大到0.4 Sv以上,最大可达0.7 Sv;台风进入到北部湾后,促使琼州海峡西向流更多进入到北部湾,造成湾内正位涡输入增大,产生了气旋式环流来维持位涡平衡,同时气旋式环流也有利于向西运动的风暴射流增强;流经广西沿岸的风暴射流引起向西的水体输运可达0.2 Sv,对北部湾内营养盐以及污染物运移将产生重要影响。  相似文献   

9.
黄河口及邻近海域底栖群落健康及生境适宜性评价   总被引:1,自引:0,他引:1  
根据2013年10月黄河口及邻近海域大型底栖动物、水和沉积环境数据,应用Multivariate AMBI(M-AMBI)指数评价了该海域的底栖群落健康和生境状况,通过分析底栖群落健康和生境质量的环境限制因子,本文对研究水域底栖生境的适宜性进行了评价。结果表明,本航次在研究海域共采集到45种大型底栖动物,分属于5个类群,其中多毛类占明显优势,底栖动物以生态组EGI和EGII为主。36.4%的站位底栖群落健康处于良好等级,18.2%的站位处于差的等级,其余各站位处于中等。主成分和相关分析结果显示,M-AMBI指数能敏感地响应底栖生境环境受扰动和污染的状况,水体水深、盐度和溶解无机氮,以及沉积物石油烃和硫化物等是限制底栖群落健康和生境质量的主要因子。根据限制性环境因子,本文对黄河口及邻近海域底栖生境的适宜性进行了划分。在水深较浅、盐度较低和污染相对较重的河口及近岸区域不适宜底栖动物的栖息;在水深较深、盐度较高和无明显污染的近海区域较适宜大型底栖群落的栖息和健康。  相似文献   

10.
上海沿岸天文潮与风暴潮非线性相互作用的数值研究   总被引:10,自引:0,他引:10  
运用二维非线性风暴潮,天文潮和联合水位模型8次不同路径的热带气旋引起的上海地区天文潮与风暴潮的非线性相互作用进行了数值研究,讨论了天文潮气与风暴潮非线性相互作用引起的增水特征,分析了控制方程中各非线性项对天文潮与风暴晨线性相互作用引起水位变化的贡献,研究表明,考虑天文潮与风暴的非线性相互作用后,使风暴潮和水位的数值模拟结果得到了改善,非线性底摩擦在控制天文潮和风暴潮非线性相互作用中起重要的作用。而  相似文献   

11.
A nested-grid ocean circulation modelling system is used to assess the upper ocean response of the Scotian Shelf and adjacent slope to Hurricane Juan in September 2003. The nested-grid system consists of a fine-grid inner model covering the Scotian Shelf/slope and a coarse-grid outer model covering the northwest Atlantic Ocean. The model-calculated upper ocean response to Hurricane Juan is characterized by large divergent surface currents forced by the local wind forcing under the storm, and intense near-inertial currents in the wake of the storm. The sea surface temperature (SST) cooling produced by the model is biased to the right of the storm track and agrees well with a satellite-derived analysis. Over the deep water, off the Scotian Shelf, some of the near-inertial energy input by the storm is advected eastward by the Gulf Stream away from the storm track. The hurricane also generates shelf waves that propagate equatorward with the coastline on their right. In comparison with the outer model results, the inner model captures more meso-scale structures, greater SST cooling and stronger near-inertial currents in the study region.  相似文献   

12.
A coupled wave–tide–surge model has been established in this study in order to investigate the effect of tides, storm surges, and wind waves interactions during a winter monsoon on November 1983 in the Yellow Sea. The coupled model is based on the synchronous dynamic coupling of a third-generation wave model, WAM-Cycle 4, and the two-dimensional tide–surge model. The surface stress generated by interactions between wind and waves is calculated using the WAM-Cycle 4 directly based on an analytical approximation of the results obtained from the quasi-linear theory of wave generation. The changes of bottom friction factor generated by waves and current interactions are calculated by using simplified bottom boundary layer model. The model simulations showed that bottom velocity and effective bottom drag coefficient induced by combination of wave and current were increased in shallow waters of up to 50 m in the Yellow Sea during the wintertime strong storm conditions.  相似文献   

13.
A coupled wave–tide–surge model has been developed in this study in order to investigate the effect of the interactions among tides, storm surges, and wind waves. The coupled model is based on the synchronous dynamic coupling of a third-generation wave model, WAM cycle 4, and the two-dimensional tide–surge model. The surface stress, which is generated by interactions between wind and wave, is calculated by using the WAM model directly based on an analytical approximation of the results using the quasi-linear theory of wave generation. The changes in bottom friction are created by the interactions between waves and currents and calculated by using simplified bottom boundary layer model. In consequence, the combined wave–current-induced bottom velocity and effective bottom drag coefficient were increased in the shallow waters during the strong storm conditions.  相似文献   

14.
铁山港海湾是一个遭受风暴潮灾害影响较为严重的半封闭型海湾,基于有限元海洋数学模型ADCIRC (Advanced Circulation Model)研究了1409号"威马逊"台风期间铁山港海湾的风暴潮特征及非线性作用。结果表明:当考虑天文潮与风暴潮之间的相互作用时,风暴潮水位的计算结果更加准确,只考虑纯台风影响时,计算结果会低估风暴潮增水值,高估减水值,对预报结果造成较大的误差。海湾内部的增水要远大于湾外,但是减水值则相差不大。通过对天文潮和风暴潮非线性作用的影响因子进行分析,风应力的浅水效应可以忽略,但底摩擦项和对流项影响较大。在海湾内部对流项占主导地位,与天文潮的耦合作用也较强;而在湾外,底摩擦项占优势,耦合作用在海湾内外都较强。天文潮与风暴潮相互作用产生的非线性水位在湾顶处最大可达0.94 m,出现在风暴潮最大减水时刻,风暴潮增水发生后有所减弱,非线性水位表现出从湾外向湾内递增的规律。  相似文献   

15.
Longshore current instability is important to nearshore hydrodynamic and sediment transport. This paper investigates the longshore current instability growth model based experimental data with different velocity profiles of slopes 1:100 and 1:40 by adopting a linear shear instability model with the bottom friction effects. The results show that: (1) Only backshear mode exists in the instability of longshore current for slope 1:40 and frontshear and backshear modes may exist slope 1:100. (2) The peaks of linear instability growth mode for slope 1:100 correspond to three cases: the dominant peak is formed by the joint action of both frontshear and backshear, or by backshear alone without the existence of the smaller peak or formed by either the frontshear or backshear. (3) Bottom friction can decrease the corresponding unstable growth rate but it cannot change the unstable fluctuation period. The results of fluctuation period, wavelength and spatial variation obtained by the analysis of linear shear instability are in good agreement with experimental results.  相似文献   

16.
A new real-time, event-triggered storm surge prediction system has been developed for the State of North Carolina to assist emergency managers, policy-makers and other government officials with evacuation planning, decision-making and resource deployment during tropical storm landfall and flood inundation events. The North Carolina Forecast System (NCFS) was designed and built to provide a rapid response assessment of hurricane threat, accomplished by driving a high-resolution, two-dimensional, depth-integrated version of the ADCIRC (Advanced Circulation) coastal ocean model with winds from a synthetic asymmetric gradient wind vortex. These parametric winds, calculated at exact finite-element mesh node locations and directly coupled to the ocean model at every time step, are generated from National Hurricane Center (NHC) forecast advisories the moment they are inserted into the real-time weather data stream, maximizing the number of hours of forecast utility. Tidal harmonic constituents are prescribed at the open water boundaries and applied as tidal potentials in the interior of the ocean model domain. A directional surface roughness parameterization that modulates the wind speed at a given location based on the types of land cover encountered upwind, a forest canopy sheltering effect, and a spatially varying distribution of Manning’s–n friction coefficient used for computing the bottom/channel bed friction are also included in the storm surge model. Comparisons of the simulated wind speeds and phases against their real meteorological counterparts, of model elevations against actual sea surface elevations measured by NOAA tide gauges along the NC coast, and of simulated depth-averaged current velocities against Acoustic Doppler Current Profiler (ADCP) data, indicate that this new system produces remarkably realistic predictions of winds and storm surge.  相似文献   

17.
《Ocean Modelling》2009,26(3-4):95-119
A new real-time, event-triggered storm surge prediction system has been developed for the State of North Carolina to assist emergency managers, policy-makers and other government officials with evacuation planning, decision-making and resource deployment during tropical storm landfall and flood inundation events. The North Carolina Forecast System (NCFS) was designed and built to provide a rapid response assessment of hurricane threat, accomplished by driving a high-resolution, two-dimensional, depth-integrated version of the ADCIRC (Advanced Circulation) coastal ocean model with winds from a synthetic asymmetric gradient wind vortex. These parametric winds, calculated at exact finite-element mesh node locations and directly coupled to the ocean model at every time step, are generated from National Hurricane Center (NHC) forecast advisories the moment they are inserted into the real-time weather data stream, maximizing the number of hours of forecast utility. Tidal harmonic constituents are prescribed at the open water boundaries and applied as tidal potentials in the interior of the ocean model domain. A directional surface roughness parameterization that modulates the wind speed at a given location based on the types of land cover encountered upwind, a forest canopy sheltering effect, and a spatially varying distribution of Manning’s–n friction coefficient used for computing the bottom/channel bed friction are also included in the storm surge model. Comparisons of the simulated wind speeds and phases against their real meteorological counterparts, of model elevations against actual sea surface elevations measured by NOAA tide gauges along the NC coast, and of simulated depth-averaged current velocities against Acoustic Doppler Current Profiler (ADCP) data, indicate that this new system produces remarkably realistic predictions of winds and storm surge.  相似文献   

18.
Abstract

Field measurements of bottom oscillations and wave characteristics have been made in a study of the interaction of fine‐grained sediments and surface waves. A wave staff, pressure sensor, and accelerometer were used in East Bay, Louisiana, an area that has a fine‐grained clay bottom. The accelerometer contained three solid‐state accelerometers mounted at right angles. The instrument was placed about 0.3 m below the mudline. The results of the study indicate that bottom motions under wave action show well‐defined periodic features. The bottom sediments appear to be undergoing an elastic response to bottom pressures, such that the bottom is depressed under a surface wave crest. Under the range of bottom pressures measured, bottom displacement varied linearly with bottom pressure. Measured bottom pressures were up to 35% larger than predicted by linear wave theory. The effect of a movable bottom on wave pressure is considered. The energy lost from the surface wave to the bottom in forcing the bottom response is shown to be significant and larger than the energy lost to bottom friction.  相似文献   

19.
Given the history and future risk of storm surge in the United States, functional storm protection techniques are needed to protect vital sectors of the economy and coastal communities. It is widely hypothesized that coastal wetlands offer protection from storm surge and wave action, though the extent of this protection is unknown due to the complexities of flow through vegetation. Here we present the sensitivity of storm-surge numerical modeling results to various coastal wetlands characteristics. An idealized grid domain and 400-km2 marsh feature were used to evaluate the effects of marsh characteristics on hurricane surge, including the effects of bottom friction, elevation, and continuity (the ratio of healthy marsh to open water area within the total wetland area).Through coupled hydrodynamic and wave model simulations, it is confirmed that increased bottom friction reduces storm-surge levels for most storms. However, increases in depth associated with marsh elevation loss generally results in a reduction of surge. As marsh continuity is decreased, coastal surge increases as a result of enhanced surge conveyance into and out of the marsh. Storm surge is parameterized in terms of marsh morphology, namely marsh elevation, frictional characteristics, and degree of segmentation, which will assist in the justification for and optimization of marsh restoration in terms of storm protection.  相似文献   

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