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1.
以BP人工神经网络可有效描述非线性问题的特性应用于短期风暴潮增水预报,利用风暴潮增水与各项影响因素的关系,建立厦门沿海的风暴潮增水预报的人工神经网络模型。该模型将以台风中心最低气压、最大风速,七级大风半径、台风中心距测站位置的距离和测站当地气压、当地风速、天文潮位及增水值、作为主要的输入因子,预测未来1 h、2 h、3 h及6 h风暴潮增水值。分别探讨厦门沿海的风暴潮増水在3种代表性热带气旋路径的影响下的模型应用情况,由预报结果的分析显示:该BP神经网络模型所预报的风暴潮增水较好的拟合了实际变化趋势,表明本模型对于厦门沿海风暴潮増水的预报具有相当不错的成效。  相似文献   

2.
将BP人工神经网络引入到风暴潮数值预报的解释应用中,并以惠州站为例,根据台风参数与增水的关系建立3套神经网络模型,对风暴潮的数值预报结果进行订正,计算结果显示:BP人工神经网络可以改进风暴潮数值模式的预报精度,可以作为惠州站数值预报结果解释应用的一种方法,同时也为台风风暴潮数值预测的解释应用提供了新思路。  相似文献   

3.
神经网络在珠江口风暴潮预报中的应用   总被引:4,自引:0,他引:4  
当风暴潮沿河道上溯时,处于珠江口地区的灯笼山测站和黄埔测站的水位之间存在着非线性响应关系。文章利用BP人工神经网络,建立了两测站台风暴潮和天文潮的综合增水效应预报模型,对9903、9908和9910号台风期间黄埔站的综合增水进行了预报,并针对不同预报时段对计算结果和潮位极值的准确程度进行了相应的讨论。结果表明,该方法的预报精度较高。最后通过与纯风暴增水模型的对比,说明了综合增水模型的优越性。  相似文献   

4.
提出1种基于改进BP算法的风暴潮极值水位预报方法。首先针对现有人工神经网络BP算法存在的缺陷,引入Cauchy训练方法计算连接权的调整,解决BP算法的局部极小点和网络瘫痪的问题。然后结合山东海区水文观测站每年的台风风暴潮资料,应用该改进算法建立台风强度、风速和台风移速与风暴潮极值水位的非线性网络预报模型,对该站极值水位进行预报。实验结果表明,该算法具有很好的稳定性和准确性,为风暴潮预报分析提供了1种可靠的技术手段。  相似文献   

5.
莱州湾温带风暴潮预报研究   总被引:1,自引:1,他引:1  
本文依据莱州湾羊角沟、夏营两站建国以来的风暴增水资料,对莱州湾建国后发生的风暴潮进行了统计分析,并探讨了温带风暴潮产生的物理机制,此外还对莱州湾温带风暴增水以及诱发增水的天气形势进行了分析分类。在此基础上建立了莱州湾温带风暴潮统计预报方法,并在作业预报中对模型进行了检验,取得较为理想的效果。  相似文献   

6.
卢美  王晶  朱业 《海洋预报》2011,28(5):14-20
台州湾地区是浙江省风暴潮灾害重灾区之一,海门站位于浙江台州湾口门处.本文分析1950-2004年间对浙江造成重大影响的台风风暴潮过程,了解海门站台风风暴增水特征,并结合实际预报工作初步探讨海门站风暴潮预报方法和预报着眼点.  相似文献   

7.
福建沿海精细化台风风暴潮集合数值预报技术研究及应用   总被引:5,自引:0,他引:5  
该文首先基于高级环流模型(ADCIRC)建立了一个适合台湾海峡及福建沿海区域的精细化台风风暴潮数值预报模式。利用所建立的精细化数值预报模式对影响台湾海峡及福建沿海的8次台风风暴潮个例进行了模拟,对模拟的24个站次的风暴潮增水峰值与实测值进行了对比,平均绝对误差小于15 cm;其次,为了尽可能减小由于台风路径预报误差而造成的风暴潮增减水误差,本文采用了集合数值预报技术,试报证明此方法可以在一定程度上减小风暴潮增减水误差。  相似文献   

8.
本文依据莱州湾夏营站1960-1987年的风暴增水资料,对夏营站的风暴增水以及诱发增水的天气形势进行了分析分类,对夏营站的温带风暴潮预报方法进行了研究,从而建立了经验相关和统计相关两类预报方案,通过对这些方案的检验,都获得了比较满意的结果。  相似文献   

9.
在准直角坐标下建立了粗细矩形网格嵌套的宁波市台风暴潮数值模式,模式细网格空间分辨率为2',对影响宁波市1949~2007年间的41次台风过程的风暴潮增水进行了后报模拟,将模拟的94个站次的风暴潮增水峰值前后2 d的数据与实测值进行了对比和误差统计,平均绝对误差为23.6 cm,平均相对误差27.6%,说明模式是成功的.进而,引入福建省风暴潮漫堤预警辅助决策模式"一种基于台风路径预报概率圆的风暴潮集合预报模式和基于假想台风增水数据库的风暴潮增水快速预报算法",并集成地理信息系统,建立了宁波市风暴潮漫堤预警辅助决策系统,系统可对宁波市的海塘在台风期间进行风暴潮漫堤预警报.系统于2012年在宁波市水文气象站投入试运行,1209号台风"苏拉"和1211号台风"海葵"的预报结果表明,集合预报结果比单一路径预报结果有不同程度的改善,该集合预报技术可以有效的解决由于台风路径预报偏差引起的风暴潮预报漏报和误报问题,证明模式在宁波市的应用是成功的,为其在更多区域的推广应用提供参考.  相似文献   

10.
为研究江苏近海海域风暴潮的特性以及为该海域风暴潮增水变化机理及后报做铺垫,本文基于FVCOM(Finite Volume Coast and Ocean Model)海洋模式和Jelesnianski圆形台风风场模型,建立了江苏近海风暴潮数值模型,并对江苏近海的天文潮以及1109号台风和1210号台风引起的风暴潮进行模拟。结合验潮站水位观测,研究了连云港站和吕泗站的天文潮和风暴潮增水过程。我们将风暴潮与天文潮非线性作用下的风暴潮增水和纯风暴潮增水过程进行对比,讨论了天文潮与1109号和1210号台风风暴潮之间的非线性作用引起的增水特征。结果均表明,在天文潮高潮时,天文潮和风暴潮之间的非线性作用可以抑制增水,在天文潮低潮时,天文潮和风暴潮之间的非线性作用有利于增水。除了气象因子以及天文潮和风暴潮之间的非线性作用外,该海区的地理环境也对台风风暴潮增水产生影响。因此对江苏近海的海岸线变化和浅滩地形变化进行敏感性试验,结果表明,本文所设计的海岸线变化对该海域的风暴潮增水影响较小,江苏沿海岸线的向外推移使得江苏海域风暴潮的增水略微上涨,而本文所设计的地形的变化对风暴潮增水影响较大。  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.
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   

14.
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   

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   

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《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   

20.
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   

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