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1.
以10年QSCAT/NCEP混合风场数据为输入,采用WAVEWATCH-Ⅲ波浪模式,对中国海1999-2009年的海浪场进行了数值模拟,通过计算得到该海域的波浪能功率密度,对波浪能资源进行综合分析,得出中国海波浪能资源的地理分布特征以及各海区的季节变化情况.  相似文献   

2.
以QSCAT/NCEP混合风资料和Myers经验模型风场构造台风风场,并以之作为驱动风场,建立一个基于第三代海浪模式SWAN的两重嵌套台风浪数值模拟模型。以0601号台风珍珠为例,对南中国海至广东的台风浪进行数值模拟研究。将数值模拟结果与台风期间Jason-1卫星高度计观测资料和近岸浮标实测资料(波高、波向和波周期)作了较为详细地比较,并分析台风浪要素的时空分布。结果显示台风浪要素的数值模拟值与实测值吻合良好,表明SWAN模型能够较好地再现大洋和近岸台风浪的时间发展过程和空间分布特征。  相似文献   

3.
全球再分析数据集已成为研究气候规律和数值模拟的重要工具,其中海面风场数据集是波浪模拟的重要资料,风场资料的准确性是影响海浪要素模拟结果的关键因素,不同的海面风场资料在中国各个海域的适用性具有不确定性。利用黄海、东海海域的12个观测点,选取了2006—2018年间的11场台风进行对比,验证了ERA5和NCEP风场在台风期间与常海况下的风速;模拟了中国近海海域的波浪场,与范围内15个测站的有效波高及谱峰周期进行了对比验证;分析了ERA5和NCEP风场在黄海、东海波浪模拟的适用性。主要结果如下:(1)风场质量是造成台风浪模拟误差的主要原因之一,研究区域内ERA5风场在台风期间的风速大小与实测资料具有较高一致性;长江口邻近海域内,ERA5风速相关性在0.8以上;江苏海域内,ERA5风速相关性在0.9以上;(2)分别采用ERA5和NCEP再分析风场资料作为驱动风场输入Mike21 SW模型,较好地模拟了黄海、东海海域在不同海况下的波浪变化情况;在江苏海域,ERA5资料模拟波高值与浮标测站观测波高资料相关性超过0.85,平均绝对误差不超过0.2 m;(3)两种风场在江苏海域、长江口及其邻海的适用性比黄海北部更好。结果表明,NCEP和ERA5在中国近海海域波浪模拟的适用性有差异,在江苏海域、长江口及其邻海,基于ERA5的数值模拟结果相对于NCEP模拟结果精度提高。  相似文献   

4.
基于目前国际先进的第三代海浪模式SWAN,以QuikSCAT/NCEP混合风场为驱动场,对东中国海1999年8月—2009年7月间的海浪场进行模拟,利用模拟结果对25°N以北的大浪频率、极值波高进行统计分析。结果表明:(1)东中国海的大浪出现频率在11月最高,5月最低。西部和北部的大浪频率低于南部和东部;(2)中国沿岸的最大波高不超过3 m,而东部琉球群岛附近海域的最大波高在7 m以上,最高可达11m。  相似文献   

5.
COARE算法估算海气界面热通量的个例对比分析   总被引:2,自引:1,他引:1  
本文先对NCEP分析风、QSCAT/NCEP混合风、MM5中尺度模式分析风场进行了比对分析,发现具有高分辨率的QSCAT/NCEP混合风资料给出的高风速数值较好,但给出的高风速开始时间相对较早;NCEP分析风资料给出的高风速数值明显偏小;MM5分析风场较为可信,只不过模拟的高风速数值还是相对偏小.使用COARE算法(版本3.0)计算了四种资料情况下的渤、黄海海域一次冷空气大风过程的海表面湍流热通量,并与MM5诊断分析结果进行了对比分析.结果发现相同资料情况下,MM5结果跟COARE算法所算海气热通量(包括感热和潜热)在区域分布和时间变化规律上均较为一致,中、低风速情况下,结果比较接近;但是高风速情况下两者差异显著.  相似文献   

6.
两种海面风场的对比及对海浪模拟的影响   总被引:2,自引:0,他引:2  
海面风场在海浪模拟研究和预报中起着关键性的作用,再分析风场数据可为海浪模式提供长时间的大范围、高时空分辨率海面风场。利用日本浮标站资料和卫星高度计资料对再分析风场QuickSCAT/NCEP(Q/N)混合风场和ERA风场进行验证分析,并利用WAVEWATCH-Ⅲ模式进行连续12个月的数值模拟试验。对比风场和计算得到的海浪场得出结论:在风速较小的时候,ERA和Q/N风场较实测风场大,在风速较大的时候,ERA和Q/N风场较实测风场小;ERA风场模拟浪高较浮标观测波高偏小;Q/N混合风场模拟的浪高更接近实测浪高。  相似文献   

7.
WAVEWATCH和SWAN嵌套模拟台风浪场的结果分析   总被引:1,自引:0,他引:1  
利用WAVEWATCH和SWAN嵌套模拟2007年8月墨西哥湾飓风迪安的波浪场.将QSCAT/NCEP混合风场与台风模型风场合成为背景风场.修改WAVEWATCH和SWAN嵌套接口以使WAVEWATCH和SWAN2种海浪预报模式能够有效地嵌套运行.利用WAVEWATCH和SWAN嵌套模拟飓风迪安的波浪场,采用浮标资料检验模拟结果,以验证WAVEWATCH和SWAN模拟的准确性及修改后嵌套接口的可用性.结果表明,修改嵌套接口之后模式运行平稳,2种模式的结果与浮标及高度计观测数据均基本吻合.嵌套模拟结果好于单纯使用WAVEWATCH模拟的结果,体现了利用2种模式嵌套模拟台风浪场的科学性.  相似文献   

8.
利用QuikSCAT/NCEP混合风场及WAVEWATCH模拟东中国海风浪场   总被引:7,自引:0,他引:7  
将国际上比较成熟的海浪模式WAVEWATCH-Ⅲ移植到东中国海,采用QuikSCAT卫星遥感资料与NCEP数据混合风场作为强迫项,对该海区2000年1月23日至31日的一个大风天气过程下的风浪场进行了模拟计算。计算结果与浮标观测资料的对比结果说明,所获得的风浪场数值结果不但具有较高的时空分辨率,其精度也是比较高的。  相似文献   

9.
海面风场在海浪模拟和预报中起着重要作用。文中分别利用CCMP风场和Q/N混合风场驱动WAVEWATCHⅢ海浪模式对北太平洋海域的海浪过程进行了模拟。利用NDBC(美国国家浮标资料中心)提供的浮标资料和Jason-1卫星高度计资料对模拟结果进行了检验分析。分析表明:在北太平洋海域,CCMP风场较Q/N混合风场与浮标风速资料有更好的一致性,更能代表该海域的海面风场状况;CCMP风场驱动下的海浪模拟结果总体上优于Q/N混合风场的结果。  相似文献   

10.
应用波浪数值模式对北印度洋海浪场进行计算和统计分析   总被引:1,自引:0,他引:1  
以11年QSCAT/NCEP混合风场数据为输入,采用WAVEWATCH-Ⅲ波浪模式,对北印度洋海域1999-2009年的海浪场进行了数值计算。与Janson-1高度计波浪资料进行对比验证后发现,波浪计算结果较好。将计算结果进行统计分析,得出北印度洋风浪有如下特点:(1)冬季盛行东北向浪,夏季盛行西南向浪;(2)北印度洋中部波高较大,北部和南部较小。夏季波高全年最大,较冬季强盛得多;冬季次之,春季最小。  相似文献   

11.
In order to assess the impact of deep-sea mining on the in situ benthic life, we measured the microbial standing stock and concentration of organic nutrients in the deep-sea sediments of the Central Indian Ocean Basin in the Indian pioneer area. Sediments were collected using box core and grab samples during September 1996. The total bacterial numbers ranged from 10 10 -10 11 cells per g -1 dry weight sediment. There was a marginal decrease in the number of bacteria from surface to 30 cm depth, though the subsurface section registered a higher number than did the surface. The highest numbers were encountered at depths of 4-8 cm. The retrievable number of bacteria were two orders less in comparison with the direct total counts of bacteria. An almost homogeneous distribution of bacteria, total organic carbon, living biomass, and lipids throughout the depth of cores indicates active microbial and benthic processes in the deep sea sediments. On the other hand, a uniform distribution of total counts of bacteria, carbohydrates, and total organic carbon in all the cores indicates their stable nature and suggests that they can serve as useful parameters for long-term monitoring of the area after the benthic disturbance. Further studies on temporal variability in this region would not only verify the observed norms of distribution of these variables but would also help to understand restabilization processes after the simulated benthic disturbance.  相似文献   

12.
The interdependence between the seismo-acoustic properties of a marine sediment and its geotechnical/physical parameters has been known for many years, and it has been postulated that this should allow the extraction of geotechnical information from seismic data. Though in the literature many correlations have been published for the surficial layer, there is a lack of information for greater sediment depths. In this article, a desktop study on a synthetic seafloor model illustrates how the application of published near-surface prediction equations to subsurface sediments (up to several tens of meters burial depth) can lead to spurious predictions. To test this further, acoustic and geotechnical properties were measured on a number of sediment core samples, some of which were subjected to loading in acoustically-equipped consolidation cells (oedometers) to simulate greater burial depth conditions. For low effective pressures (representing small burial depths extending to around 10 meters subsurface), the general applicability of established relationships was confirmed: the prediction of porosity, bulk density, and mean grain size from acoustic velocity and impedance appears generally possible for the investigated sedimentary environments. As effective pressure increases through, the observed relationships deviate more and more from the established ones for the near-surface area. For the samples tested in this study, in some instances increasing pressure even resulted in decreasing velocities. There are several possible explanations for this abnormal behavior, including the presence of gas, overconsolidation, or bimodal grain size distribution. The results indicate that an appropriate depth correction must be introduced into the published prediction equations in order to obtain reliable estimates of physical sediment properties for greater subsurface depths.  相似文献   

13.
海上大直径钢管桩打桩过程中,桩周土体受到强烈扰动而发生强度弱化,掌握桩周土体强度弱化规律对于准确预测打桩过程、保证工程安全具有重要意义。为研究土体强度弱化规律,开展了环剪试验模拟打桩对桩周土体的扰动,测试土体强度随剪切速率的变化规律,建立了描述土体强度弱化规律的拟合公式,引入到打桩分析软件中。研究结果表明:土体的强度折减程度不仅与土体本身的性质有关还受到土体的埋深和剪切速率的影响,埋深越深土体强度折减程度越低,剪切速率越高土体强度折减越高,在打桩分析中可采用这里推荐的线性折减方法来模拟不同深度处土体强度的折减规律。  相似文献   

14.
An acoustic inversion method using a wide-band signal and two near field receivers is proposed and applied to multiple layered seabed models including a manganese sediment. The inversion problem can be formulated into a probabilistic model comprised of signals, a forward model, and additive noise. The forward model simulates wide-band signals, such as chirp signals, and is chosen to be the source-waveletconvolution plane wave modeling method. The wavelet matching technique, using weighted least-squares fitting, estimates the sediment sound-speed and thickness on which determination of the possible numerical ranges for a priori uniform distribution is based. The genetic algorithm is applied to a global optimization problem to find a maximum a posteriori solution for determined a priori search space. Here the object function is defined by an L 2 norm of the difference between measured and modeled signals. Not only the marginal pdf but also its statistics are calculated by numerical evaluation of integrals using the samples selected during importance sampling process of the genetic algorithm.  相似文献   

15.
Specific properties of the interannual sea level variations and annual tides in the Northwestern Pacific were studied. Several tide stations were monitored. The monthly mean sea level for the year of 1995 was analyzed at each tide station. A seismic event in 1995, some tectonic activity around the subject area, and the Kuroshio (the oceanic western boundary current) may possibly contaminate results which would have occurred from the astronomical annual tide alone.  相似文献   

16.
The effect of different fixation and storage protocols on the flow cytometric (FCM) simultaneous analysis of bacterioplankton and phytoplankton in coastal seawater samples (Mediterranean coastal lagoons) was investigated. FCM measurements (cell number, fluorescence and scatter characteristics) were obtained through DAPI staining. Three fixatives [glutaraldehyde (GA), formaldehyde (FA) and paraformaldehyde (PFA)] and two storage (3 months duration) methods (5 °C and −196 °C) were tested. Two dominant populations were detected in studied samples: bacteria and eukaryotic picophytoplankton. Adding fixatives (2% final concentration) appears necessary to obtain FCM exhaustive counts of all the bacteria and phytoplanktonic cells. This was related to the permeation effect of fixatives which allowed a better DAPI staining of the cells. Maximum fluorescence, i.e. optimal staining of the cells was obtained with FA or PFA, and significant lower fluorescences with GA. Fixed samples stored at 5 °C induced rapid cell loss. Only storage in liquid nitrogen of samples fixed with FA or PFA, allows mid-term (≥4 months) preservation of bacteria or picophytoplankton cell numbers, and limited evolution of DAPI-induced fluorescence and scatter characteristics.  相似文献   

17.
18.
Oedometer tests have been carried out on 70 undisturbed surficial clays (at approximately 250 mm below the mudline), mostly collected by free-fall corers from sites widely scattered throughout the deep-sea North Atlantic. Acoustic measurements were also made, initially on contiguous samples and ultimately on the same sample using a geophysically instrumented oedometer which also collected electrical resistivity data. Apart from those quiescent areas below the carbonate compensation depth, such as north of the West Indies where very fine clays exist, most of the samples are silty clays whose geotechnical-geophysical properties are dependent on the type of clay minerals present (and their ability to take in moisture), the sand-size fraction, and the quantity of carbonate present. Thus the pure clays have high compressibilities which decrease on the addition of coarse particles, while the converse is true for the acoustic parameters, these increasing with the sand fraction. Using the notion of the intrinsic compression line for all samples, and comparison to it of the measured compression curves, it is clear that, contrary to some previously held ideas, most deep-sea clays are normally consolidated; the addition of carbonate has the effect of creating an open, stronger sediment skeleton. Interestingly, where information is available, the variation with depth of a sample's acoustic velocity follows the void ratio pressure relationship of the compression curve. This allows the construction of an in-situ sediment compression curve using the in-situ geophysical observations.  相似文献   

19.
20.
《海洋学报(英文版)》2014,(9):F0003-F0003
<正>Acta Oceanologica Sinica(AOS)is a comprehensive academic journal edited by the Editorial Committee of Acta Oceanologica Sinica and is designed to provide a forum for important research papers of the marine scientific community which reflect the information on a worldwide basis.The journal publishes scholarly papers on marine science and technology,including physics,chemistry,biology,  相似文献   

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