共查询到19条相似文献，搜索用时 171 毫秒
1.
海洋水色卫星遥感二类水体反演算法的国际研究进展 总被引：7，自引：0，他引：7
根据国际海洋水色卫星的研究发展与应用现状，回顾了国际海洋水色卫星遥感二类水体现有反演算法的基本原理和存在的优缺点，以及提高反演精度需要的技巧。指出二类水体反演算法相对一类水体算法的复杂性，要建立全球通用的反演算法还要继续研究更好的光学模型，使得各种反演算法具有实验室之外的实验应用价值。 相似文献
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散射计风反演算法的数值模拟研究 总被引：1，自引：0，他引：1
由于缺乏散射计的σ°资料及相应的海面风数据，本文采用数值模拟方法对反演算法及多解消除步骤进行了初步的研究。结果表明，对于NSCAT散射计的设计参数，采用常用的反演算法进行模拟，约有70％的第一解是真实解。经过平滑处理之后约有95％反演解达到了散射计的设计精度，即风速误差＜2m／s或10％（取大者），风向误差＜20°。 相似文献
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我们发展了一种用19．35GHz星载微波辐射计(SSM／I)亮温反演海面风速的模式，并利用同步的卫星亮温和海面浮标数据反演出海面风速，并且和浮标风速进行比较。为了说明反演算法的可用性，我们分别与目前国际上的通用反演算法的反演结果进行了比较。文章提供了一种新的、用单一波段亮温反演海面风速的方法。 相似文献
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利用NOMAD数据集建立了基于人工神经网络的漫射衰减系数Kd490的反演算法。该人工神经网络是3层的反向传输神经网络。其结构为输入层有4个节点,它们分别对应4个波段443,490,555,665 nm的遥感反射比,隐含层有10个节点,输出层1个节点对应于漫衰减系数Kd490。利用另一独立的现场测量数据集(COASTLOOC)印证该反演算法的性能。结果表明,该研究建立的反演算法的性能明显好于业务化SeaWiFS算法,略好于Lee等人的半分析算法。 相似文献
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数值不稳定性长期困扰着声反演方法的应用.避免该问题的方法之一是进行冲激响应提取的预处理,由冲激响应反演实验材料的各层反射系数序列,重建特性阻抗剖面.该文采用不同反卷积的方法提取冲激响应,反演阻抗剖面,并就精度及运算时间进行详细比较,反演结果与实测及手册数值相当吻合. 相似文献
6.
利用MODIS陆地波段(469 nm,555 nm和645 nm)数据,建立了近岸水体浊度的遥感反演方法,并以渤海为例,在采取严格的时空匹配方法的基础上,利用现场测量浊度数据对反演结果进行了印证。印证结果显示,基于陆地波段的红绿波段比值反演算法(QAA-RGR反演算法)的反演结果相对误差约为12.7%,标准QAAv5反演算法的反演结果相对误差约为26.4%,采用陆地波段数据的QAA-RGR反演算法反演的结果更可靠。另外,基于陆地波段的反演结果具有更高的空间分辨率,能更好地体现浊度的细节分布特征,如辽东湾南端的沙脊群落的分布。最后,本研究利用QAA-RGR反演算法构建了渤海浊度的季节分布特征,分布特征合理。 相似文献
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HY-1 CCD宽波段水色要素反演算法 总被引：7，自引：4，他引：3
利用2003年春季黄海、东海区现场实测数据,建立了HY1卫星4波段CCD成像仪水色要素反演算法.由于HY1CCD的宽波段特性阻碍了黄色物质的反演,因此反演的水色要素仅包括水体表层的总悬浮物、悬浮泥沙(SS)以及叶绿素a的浓度.现场遥感反射率光谱由ASD地物波谱仪测量,对于叶绿素a的浓度利用现场萃取荧光法测量,总悬浮物、悬浮泥沙由实验室滤膜称重法获得.反演算法的拟合相关系数均大于0.88,平均相对误差在40%以下.对反演算法进行了误差灵敏度分析,结果表明对于总悬浮物、悬浮泥沙和低浊度水体中的叶绿素a的浓度反演算法能够满足日常的业务运行要求,但是对于高浊度水体中叶绿素a的浓度反演算法对某个波段组合比较敏感,仍需要进一步探讨. 相似文献
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土壤湿度和海洋盐度卫星首次提供了覆盖全球的高频率、高精度、业务化的海表盐度产品,但其处理和延伸应用仍处于初级阶段,后续校准校正工作还将持续数年,如何及时把握其发展轨迹成为一个重要的科学问题.本研究从SMOS计划、数据概况、盐度反演算法、格点产品制作、多源数据融合和产品应用等方面,介绍和评述了SMOS计划及其海表盐度产品应用研究进展,着重分析了反演算法中的各种误差来源,对在轨2 a的运行情况进行了回顾、对未来的发展重点进行了展望,旨在为开发和应用SMOS产品提供参考. 相似文献
11.
This study investigates the initialization of nonlinear free-surface simulations in a numerical wave flume.Due to the mismatch between the linear input wavemaker motion and the kinematics of fully nonlinear waves,direct numerical simulations of progressive waves,generated by a sinusoidally moving wavemaker,are prone to suffering from high-frequency wave instability unless the flow is given sufficient time to adjust.A time ramp is superimposed on the wavemaker motion at the start that allows nonlinear free-surface simulations to be initialized with linear input.The duration of the ramp is adjusted to test its efficiency for short waves and long waves.Numerical results show that the time ramp scheme is effiective to stabilize the wave instability at the start of the simulation in a wave flume. 相似文献
12.
An inverse hull design approach in minimizing the ship wave 总被引：1，自引：0，他引：1
The Levenberg–Marquardt Method (LMM) and a panel code for solving the wave-making problem are utilized in an inverse hull design problem for minimizing the wave of ships. A typical catamaran is selected as the example ship for the present study. The hull form of the catamaran is described by the B-spline surface method so that the shape of the hull can be completely specified using only a small number of parameters (i.e. control points). The technique of parameter estimation for the inverse design problem is thus chosen. The LMM of parameter estimation, which is the combination of steepest descent and Newton’s methods, has been proven to be a powerful tool for the inverse shape design problem. For this reason it is adopted in the present study.In the present studies, the inverse hull design method can not only be applied to estimate the hull form based on the known wave data of the target ship but can also be applied to estimate the unknown hull form based on the reduced wave height. The optimal hull forms of minimizing wave for a typical catamaran in deep water at service speed and at the critical speed of shallow water are estimated, respectively. Moreover, a new hull form with the combining feature of the optimal hull forms for deep water and shallow water is performing well under both conditions. The numerical simulation indicates that the hull form designed by inverse hull design method can reduce the ship wave significantly in comparison with the original hull form. 相似文献
13.
A numerical model is presented for the prediction of the wave field due to the diffraction of directional random waves in a harbor of arbitrary shape with partially reflecting boundaries. The water depth is assumed uniform and the method is based upon the superposition of diffraction solutions for monochromatic waves obtained by a two-dimensional boundary integral equation approach. The incident wave conditions are specified using a discrete form of the Mitsuyasu directional spectrum. The present numerical model has been validated through comparisons with previous experimental data and theoretical results for both regular and random wave diffraction by offshore breakwaters and in harbors. Good agreement was obtained in all cases. Based on these comparisons it is concluded that the present numerical model is an accurate and efficient tool to predict the wave field inside a harbor or around a breakwater in many practical applications. 相似文献
14.
A fast algorithm for recovering profiles of density and compressional (P) and shear-vertical (SV) wave speeds as functions of depth for the inverse seismic problem in a continuous layered elastic medium is obtained. This algorithm differs from previous fast algorithms for this problem since it requires only the compressional wave P-P reflection response at the surface of the medium, for three different slownesses or angles of incidence. Previous algorithms have required shear stress data in the form of the P-SV and SV-SV reflection responses, making them unsuitable for an ocean environment. This algorithm is thus much more suitable for reconstructing the ocean floor from pressure data taken in the ocean. The algorithm is exact, and it includes the effects of multiple reflections and mode conversions. A computer run illustrates the performance of the algorithm on synthetic data. 相似文献
15.
M. S. Rahman 《Marine Georesources & Geotechnology》2013,31(3-4):277-299
Abstract The instability of the seabed constitutes an important consideration in the planning and design of various offshore facilities. The stresses and the pore water pressure in the sediments, induced by the action of waves during a storm, may cause them to fail, leading to seabed instability. In this article the possible mechanism of such failures are discussed and the conditions necessary for them are formulated through simplified analyses. These provide the combinations of wave, site, and sediment parameters likely to cause instability, which may be used to identify potentially unstable sediments in a given offshore region during a storm. The numerical results are presented in convenient graphical form. Some illustrative field studies are also presented. 相似文献
16.
The satellite altimeter data reveal that intraseasonal long Rossby wave is amplified in the western part of subtropical ocean. Based on a two and half layer ocean model we infer that the intraseasonal long Rossby wave may be amplified by the baroclinic instability. According to the baroclinic instability criterion derived from the two and half layer model, we calculate the baroclinic instability area of the Subtropical North Pacific Ocean based on Levitus98 data. The baroclinic instability area is well in accord with the amplification area of the intraseasonal long Rossby wave, and this also proves that the baroclinic instability is the main amplification mechanism of the intraseasonal long Rossby wave in the subtropical ocean. The consistency between the baroclinic instability area and potential vorticity (PV) pool is further proved in this paper, therefore, we have confidence that the intraseasonal long Rossby wave is amplified in the PV pool. Due to the relatively large ocean basin and weak ventilation, the PV pool is much larger in the North Pacific Ocean than in the North Atlantic Ocean, and this is the reason for the difference of wave amplification areas of these two Oceans. 相似文献
17.
Prediction and assimilation of surf-zone processes using a Bayesian network: Part II: Inverse models
A Bayesian network model has been developed to simulate a relatively simple problem of wave propagation in the surf zone (detailed in Part I). Here, we demonstrate that this Bayesian model can provide both inverse modeling and data-assimilation solutions for predicting offshore wave heights and depth estimates given limited wave-height and depth information from an onshore location. The inverse method is extended to allow data assimilation using observational inputs that are not compatible with deterministic solutions of the problem. These inputs include sand bar positions (instead of bathymetry) and estimates of the intensity of wave breaking (instead of wave-height observations). Our results indicate that wave breaking information is essential to reduce prediction errors. In many practical situations, this information could be provided from a shore-based observer or from remote-sensing systems. We show that various combinations of the assimilated inputs significantly reduce the uncertainty in the estimates of water depths and wave heights in the model domain. Application of the Bayesian network model to new field data demonstrated significant predictive skill (R2 = 0.7) for the inverse estimate of a month-long time series of offshore wave heights. The Bayesian inverse results include uncertainty estimates that were shown to be most accurate when given uncertainty in the inputs (e.g., depth and tuning parameters). Furthermore, the inverse modeling was extended to directly estimate tuning parameters associated with the underlying wave-process model. The inverse estimates of the model parameters not only showed an offshore wave height dependence consistent with results of previous studies but the uncertainty estimates of the tuning parameters also explain previously reported variations in the model parameters. 相似文献
18.
We propose a method for the solution of the inverse problem of reconstruction of the vertical stratification of density in the ocean according to the known dispersion curves for internal gravity waves. For the stratification of density modeled by a linear distribution, we determine the accuracy of its reconstruction for values of the frequency of oscillations and wave numbers given with different degrees of accuracy. The posed problem is studied in the Boussinesq approximation for two traditionally used types of boundary conditions on the surface of the fluid. We deduce dispersion equations and focus our attention on their asymptotic analysis. An asymptotic solution of the inverse problem is constructed and its sensitivity to the degree of accuracy of the input data is investigated. 相似文献
19.
波浪引起的海床不稳定性是海洋工程中需要考虑的重要问题。在对现有波致海床滑动稳定性计算方法进行分析的基础上,提出了一种波致海床滑动稳定性计算的全应力状态法,将其与现有计算方法进行了对比分析,并进一步研究了波致砂土海床和软土海床的滑动失稳特征。结果分析表明,全应力状态法在波致海床滑动稳定性分析中具有较好的适用性。对于砂土海床,其滑动稳定性受饱和度的影响较大,且当海床计算厚度约为0.2倍波长时对应的滑动深度最大。波浪作用下坡度不超过2°的均质软土海床,其最危险滑动面的位置仅与波长有关,其滑动深度约为0.21倍波长,滑动面半弦长约为0.33倍波长;海床表面的波压力数值只影响其安全系数的大小,而不影响其滑动深度。 相似文献