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1.
长江河口拦门沙变化的经验特征函数模型   总被引:1,自引:1,他引:1       下载免费PDF全文
黄卫凯 《海洋学报》1993,15(2):48-56
本文根据长江口南槽和北槽的地形实测资料,应用经验特征函数(EOF)模型描述长江河口拦门沙的变化。结果表明,最大的三个特征值所对应的三个特征函数说明了长江河口拦门沙的大部分变化。  相似文献   

2.
黄卫凯 《海洋学报》1993,15(2):48-56
本文根据长江口南槽和北槽的地形实测资料,应用经验特征函数(EOF)模型描述长江河口拦门沙的变化.结果表明,最大的三个特征值所对应的三个特征函数说明了长江河口拦门沙的大部分变化.  相似文献   

3.
广利河口拦门沙发育动态和河口航道的选择   总被引:1,自引:0,他引:1  
根据现场调查和历史资料,获取了广利河口拦门沙水动力特征、海底地形和底质特征,对拦门沙的动态发育和波浪作用下拦门沙运动状态进行了分析,探讨了广利河口的航道选择方案。分析结果认为,广利河槽外航道宜从东偏南向入海。  相似文献   

4.
河口拦门沙浅滩冲淤演变对于河口生态环境保护及资源开发利用等具有十分重要的意义。以辽河口拦门沙地带为研究对象,采用遥感和GIS相结合的方法,克服了实测地形资料缺乏的困境,对辽河口拦门沙的冲淤演变特征进行了研究,并探讨了演变的原因机制。研究结果表明:近期辽河口拦门沙外缘整体呈侵蚀后退趋势,这主要与流域来沙减少有关;蛤蜊岗子滩和西滩都有向东淤涨的趋势,这与拦门沙外缘侵蚀的泥沙向上游搬运及局部河势变化产生的泥沙输移有关;辽河干流水道内江心洲不断向下游淤涨,对局部河势及拦门沙浅滩的演变会产生较大的影响。  相似文献   

5.
根据1984年和2007年两次对广利港航道水深测量的结果,分析研究了广利港航道内的水位变化规律,以及河口拦门沙的地形特征。结果表明广利港航道内水位变化复杂,拦门沙形态改变,水深变浅,原有的航道已经消失。  相似文献   

6.
利用多沙黄河河口潮波平面二维泥沙数学模型,通过典型时刻近海海区潮汐、河口口门河道、河海流场、含沙量、河床变形和海底等值线等图形对入海河口海域潮汐和潮流海洋动力特性、入海泥沙运动扩散输移规律、河口拦门沙形状、形成过程、泥沙冲淤和海底地形变化进行了分析,这些都与实测资料和遥感图像的分析基本一致。  相似文献   

7.
根据近年来侧扫声纳、单波束等野外调查资料,对长江口北支河口地形地貌特征进行了分析。分析结果表明,研究区内水深变化从0~20m,海底地形总体上由西向东倾斜;区内地貌特征主要由两个拦门沙、两个深槽以及一个沙脊组成。同时,利用历史海图与实测水深数据进行了对比分析,分析了研究区内地形地貌的演变趋势。  相似文献   

8.
磨刀门拦门沙区域近期地貌演变和航道整治研究   总被引:2,自引:0,他引:2  
应用近几年的水文和地形实测资料,研究了磨刀门拦门沙区域近期的动力和地貌演变特点.近期地貌演变的主要特点为:深槽外移扩展,一主一支分汊明显;拦门沙内坡冲刷外移,外坡变化不大,纵向宽度变窄;拦门沙西区淤积,拦门沙中心区和拦门沙东区冲刷;地貌轴线总体向南和西南方向偏转.从水动力和地貌演变的角度来看,磨刀门拦门沙区域航道整治应关注下列问题:1)注意河口性质的变化,着重解决径流输沙,波流共同输沙这两个主要问题;2)在工程布置中,应与口门外动力场的特点和地貌演变的总体趋势相适应,以建设双导堤为宜;3)西汊、东汊均是可选择的航线,从综合因素考虑宜选择西汊;4)注重河口分汊的自然规律,注意保护东支汊;5)注意稳定拦门沙中心区.  相似文献   

9.
广利河口拦门沙的沉积特征与冲淤过程的研究   总被引:1,自引:0,他引:1  
为给广利河口航道的建设提供科学依据,通过对研究区现场调查,查明了广利河口拦门沙水动力特征、海底地形、底质特征和地层垂向分布特征。在进行沉积物分析与历史资料对比分析的基础上,探讨了拦门沙体的沉积特征和冲淤过程。分析认为,广利河口拦门沙是在浅海-潮坪基础上接受广利河、支脉河和溢洪河携运泥沙堆积而成,海岸滩涂沉积物和黄河口水下岸坡物质对拦门沙的发育也产生了一定的影响。在河流和海洋动力作用的改造下,现在拦门沙基本进入冲淤平衡时期。但近期由于人工因素的影响,拦门沙顶出现暂时的淤积。研究结果还表明:拦门沙体北侧水动力作用明显强于南侧,航道设计为东偏南较好。  相似文献   

10.
周丹  邢华  张立河 《海岸工程》2004,23(1):21-28
1996年实施清8人工出汉工程后,新口门水沙条件和海洋动力条件发生了很大变化,拦门沙发育演变情况也随之变化。从实测资料出发,根据河流动力学和海洋动力学原理,分析了新口门拦门沙的发育演变特点和新口门拦门沙对河道泄洪排沙、填海造陆的影响,探讨了拦门沙疏浚治理措施。  相似文献   

11.
采用受控的自回归滑动平均模型(CARMA)分别研究了珠江河口洪、枯季对外海潮波响应的固有频率.枯季采用单输入单输出模型,洪季采用双输入单输出模型,通过验证、检验表明,模型(CARMA)可用于寻求复杂网河对外海潮波响应的固有频率,方法可靠,易操作.通过频率增益响应分析,发现枯季珠江河口的固有频率以浅水分潮频段为主,对应周...  相似文献   

12.
采用受控的自回归滑动平均模型(CARMA)分别研究了珠江河口洪、枯季对外海潮波响应的固有频率。枯季采用单输入单输出模型,洪季采用双输入单输出模型,通过验证、检验表明,模型(CARMA)可用于寻求复杂网河对外海潮波响应的固有频率,方法可靠,易操作。通过频率增益响应分析,发现枯季珠江河口的固有频率以浅水分潮频段为主,对应周期介于6~10.0 h之间,枯季固有频率未出现在全日潮波对应的频段。洪季珠江河口的固有频率也以浅水分潮频段为主,珠江河口对浅水分潮的系统增益响应幅值最大。固有频率接近浅水分潮频段的站点,枯季较洪季固有频率减小,对应周期延长。  相似文献   

13.
中国东部边缘海潮波系统形成机制的模拟研究   总被引:11,自引:0,他引:11  
以三维高精度潮波数值模拟为基础,动用系统分析方法和地理信息系统技术,对影响中国东部边缘海潮波系统的因素,包括入射潮波、科氏力、海区地形、岸线形状及底摩擦等,进行了模拟试验。结果表明,它们对潮波系统的模式有不同程度的作用,其中科氏力的有无、岸线形态的变化和水下地形的巨变化对潮波系统有重要影响。研究认为,中国东部边缘海潮波系统是一个海-潮相互作用的整体;在一定的入射潮波条件下,该区的海区条件、特别是岸  相似文献   

14.
Subsurface mass-transport deposits (MTDs) commonly have a chaotic seismic-reflection response. Synthetic seismic-reflection profiles, created from a precise lithological model, are used to interpret reflection character and depositional geometries at multiple frequencies. The lithological model was created from an outcrop of deep-water lithofacies where sandstone deposition was influenced by mass-transport deposit topography. The influence of MTD topography on sandstone distribution should be considered in reservoir characterization and modeling when MTDs underlie the reservoir, especially if the reservoir is thin relative to the scale of the topography. MTD topography up to several tens of meters in both the horizontal and vertical dimensions (relative to local elevation) compartmentalizes significant quantities of sandstone and is not resolved at lower seismic-reflection frequencies. The resolvability of thick (up to 70 m) sandstone packages is hindered when they are encased in MTDs of at least equivalent thickness. Lateral and vertical changes in seismic-reflection character (e.g., amplitude, polarity, geometry) of sandstone packages in the synthetic profiles are due to lithology changes, tuning effects, resolution limits, and depositional geometries, which are corroborated by the lithological model. Similar reflection-character changes are observed in an actual seismic-reflection profile, of comparable scale to the synthetic profiles, from the Gulf of Mexico, which demonstrates similar lithofacies distributions. Synthetic profiles, when constrained by a precise lithological model, are particularly useful analogues for interpretation of lithofacies relationships, and depositional geometries, in complicated depositional environments, such as deep-water slope deposits.  相似文献   

15.
Prediction of wave parameters by using fuzzy logic approach   总被引:2,自引:0,他引:2  
The purpose of this study is to investigate the relationship between wind speed, previous and current wave characteristics. It is expected that such a non-linear relationship includes some uncertainties. A fuzzy inference system employing fuzzy IF–THEN rules has an ability to deal with ill-defined and uncertain systems. Compared with traditional approaches, fuzzy logic is more efficient in linking the multiple inputs to a single output in a non-linear domain. In this paper, a sophisticated intelligent model, based on Takagi–Sugeno (TS) fuzzy modeling principles, was developed to predict the changes in wave characteristics such as significant wave height and zero up-crossing period due to the wind speed. Past measurements of significant wave height values and wind speed variables are used for training the adaptive model and it is then employed to predict the significant wave height amounts for future time intervals such as 1, 3, 6 and 12 h. The verification of the proposed model is achieved through the wave characteristics time series plots and various numerical error criterias. Also the model results were compared with classical Auto Regressive Moving Average with exogenous input (ARMAX) models. For the application of the proposed approach the offshore station located in the Pacific Ocean was used.  相似文献   

16.
A quadratic system model based on Volterra series representation is utilized to model the nonlinear response of moored vessels subjected to random seas. The key idea is to represent the relationship between the incident sea wave (input) and corresponding sway response of the moored vessel (output) with a parallel combination of linear and quadratic transfer functions, and to estimate them by processing actual input and output data. Compared to previous approaches, we take the important step of removing the restriction that the random input must possess Gaussian statistics. The feasibility and validity of the approach is demonstrated by analyzing experimental data taken in model basin tests. We also describe some of the deleterious consequences of assuming Gaussian sea-wave excitation when in fact the excitation is non-Gaussian.  相似文献   

17.
The paper treats the question of suboptimal dive plane control of autonomous underwater vehicles (AUVs) using the state-dependent Riccati equation (SDRE) technique. The SDRE method provides an effective mean of designing nonlinear control systems for minimum as well as nonminimum phase AUV models. It is assumed that the hydrodynamic parameters of the nonlinear vehicle model are imprecisely known, and in order to obtain a practical design, a hard constraint on control fin deflection is imposed. The problem of depth control is treated as a robust nonlinear output (depth) regulation problem with constant disturbance and reference exogenous signals. As such an internal model of first-order fed by the tracking error is constructed. A quadratic performance index is chosen for optimization and the algebraic Riccati equation is solved to obtain a suboptimal control law for the model with unconstrained input. For the design of model with fin angle constraints, a slack variable is introduced to transform the constrained control input problem into an unconstrained problem, and a suboptimal control law is designed for the augmented system using a modified performance index. Using the center manifold theorem, it is shown that in the closed-loop system, the system trajectories are regulated to a manifold (called output zeroing manifold) on which the depth tracking error is zero and the equilibrium state is asymptotically stable. Simulation results are presented which show that effective depth control is accomplished in spite of the uncertainties in the system parameters and control fin deflection constraints.  相似文献   

18.
Application of artificial neural networks in typhoon surge forecasting   总被引:1,自引:0,他引:1  
A typhoon-surge forecasting model was developed with a back-propagation neural network (BPN) in the present paper. The typhoon's characteristics, local meteorological conditions and typhoon surges at a considered tidal station at time t−1 and t were used as input data of the model to forecast typhoon surges at the following time. For the selection of a better forecasting model, four models (Models A–D) were tested and compared under the different composition of the above-mentioned input factors. A general evaluation index that is a composition of four performance indexes was proposed to evaluate the model's overall performance. The result of typhoon-surge forecasting was classified into five grades: A (excellent), B (good), C (fair), D (poor) and E (bad), according to the value of the general evaluation index. Sixteen typhoon events and their corresponding typhoon surges and local meteorological conditions at Ken–fang Tidal Station in the coast of north-eastern Taiwan between 1993 and 2000 were collected, 12 of them were used in model's calibration while the other four were used in model's verification. The analysis of typhoon-surge forecasting results at Ken–fang tidal station show that the Model D composing 18 input factors has better performance, and that it is a suitable BPN-based model in typhoon-surge forecasting. The Model D was also applied to typhoon-surge forecasting at Cheng-kung Tidal Station in south-eastern coast of Taiwan and at Tung-shih Tidal Station in the coast of south-western Taiwan. Results show that the application of Model D in typhoon-surge forecasting at Cheng-kung Tidal Station has better performance than that at Tung-shih Tidal Station.  相似文献   

19.
Weather stations over northern KwaZulu-Natal, South Africa, recorded over 100 mm of rainfall during the night of 11–12 February 2005. This heavy rainfall was associated with a mesoscale convective system (MCS) that was initiated from small convective storms beginning early in the afternoon on 11 February 2005. An analysis of Medium Range Forecast (MRF) model output suggests that a combination of synoptic features contributed to the evolution of the system. It is likely that the high-lying topography of the eastern escarpment and high diurnal surface heating provided the trigger for the event. Although MCSs are not uncommon in this region, very little work has been done on South African cases.
The MCS is investigated with a non-hydrostatic numerical model (mesoscale model version 3; MM5) to help determine which processes were important in its initiation and development, as well as what factors contributed to the associated heavy rainfall. The model results suggest that the eastern escarpment played a key role in triggering the convective event, as well as influencing the low-level winds that advected moisture into the region. It was also apparent that the Agulhas Current played an important role in supplying moisture to fuel the extreme rainfall. The development of the MCS and the heavy nocturnal rainfall was due to a combination of the continuous moisture supply into the region, a conditionally unstable atmosphere, and uplift due to low-level convergence and the local topography.  相似文献   

20.
A procedure is suggested in which a relative calibration for the intensity output of a multibeam echo sounder (MBES) can be performed. This procedure identifies a common survey line (i.e., a standard line), over which acoustic backscatter from the seafloor is collected with multiple MBES systems or by the same system multiple times. A location on the standard line which exhibits temporal stability in its seafloor backscatter response is used to bring the intensity output of the multiple MBES systems to a common reference. This relative calibration procedure has utility for MBES users wishing to generate an aggregate seafloor backscatter mosaic using multiple systems, revisiting an area to detect changes in substrate type, and comparing substrate types in the same general area but with different systems or different system settings. The calibration procedure is demonstrated using three different MBES systems over 3 different years in New Castle, NH, USA.  相似文献   

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