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1.
采用基于POM模式与blending同化法构建了珠江口及邻近海域的13个主要分潮的精密潮汐模型,空间分辨率为1'×1'。精度评估表明,模型的总体综合预报误差小于9. 3cm。在广州海事测绘中心管辖的长期验潮站控制下,以余水位传递的方式,珠江口海域的实时水位计算精度能满足水位改正的相关指标要求。对于大鹏湾海域,余水位的空间一致性较强,后续若建立长期站,则也能实现水位改正精度指标下的实时水位监控。  相似文献   

2.
面对近年海图测量逐渐由近海向外延伸的发展现状,其对水位改正的要求越来越高,水位改正是海图测量中的一个尤为重要的技术环节,对保证测量精度起着极其重要作用。实际测量作业中,在一些潮汐性质变化复杂的海域,采用传统水位改正方法面临设站数量多、难度大、易丢失、精度难保证等难点。针对测区潮波分布的复杂性与特殊性,基于POM模式,采用"混合"同化法同化由T/P卫星测高数据反演的沿迹潮汐参数构建了高分辨率高精度的潮汐模型,利用余水位的空间相关性,称之为基于潮汐模型与余水位监控的水位改正法。通过海图测量实例中基于潮汐模型与余水位监控法的应用,对测量成果精度进行了分析和验证,为海图测量在水位改正方法的选择提供了技术支持,进而对保证测量精度有着重要的现实意义。  相似文献   

3.
本文介绍一种简易的水位改正方法,减少了传统的水位改正方法中的计算工作量,可提高工效50×10-2;其精度相当于传统的逐点计算水位改正方法的精度。  相似文献   

4.
远海航渡式水深测量水位改正方法研究   总被引:1,自引:0,他引:1  
针对远海航渡式水深测量作业中的潮汐改正难题,基于全球潮汐场DTU10模型及GPS无验潮测深两种改正模式,通过潮汐场预报精度评估、验潮站实测数据比对分析以及GPS大地高计算潮汐值等多种手段,开展了大范围、长时段、单测线情况下水深测量水位改正研究,形成了一套适用性强的航渡水深测量水位改正方法与流程,为面向全球的海洋水深测量资料处理提供了潮汐、垂直基准和水位归算的方法和技术支持。  相似文献   

5.
水位在忽略观测误差的前提下,可分解为潮位和余水位,后者具有较强的空间相关性以及非平稳特征,是影响水位预报精度的主要因素。港口工程、航运计划编制等方面对实时高精度水位预报具有重要需求,这对余水位预报模型构建提出了更高要求。另外,利用高精度余水位预报模型可减少验潮站布设数量。针对余水位短期预测模型精度不高的现状,本文对余水位进行集合经验模态(EEMD)分解,获得余水位在时间序列上的本征模函数(IMF);使用快速傅立叶变换(FFT)分析各本征模函数的频谱特征;再利用BP神经网络对各个本征模函数进行训练,预测了未来6 h、12 h、24 h的余水位值。对哥伦比亚河下游河口处的3组典型验潮站的余水位数据的预测结果表明,在未来6 h、12 h内的余水位的预测精度达到厘米级,在24 h内接近厘米级,证明了该组合模型在余水位短期预测方面的可行性。  相似文献   

6.
介绍了基于潮汐模型与余水位监控的水位改正法在成山角东侧近海区域定线制多波束测量中的应用情况。结合本实例应用,总结了依适用性检测、验潮站布设方案设计、水位改正值计算等的实施步骤及技术细节。在本次测量中,由沿岸成山角站实现了邻近无潮点附近整个测区的水位控制,水位改正中误差约为0.064m。这证明潮汐模型在近海区域已能满足水深测量工程应用需求,且在严密论证的前提下可在工程实践中完全代替传统水位改正方法。  相似文献   

7.
论证了余水位提取对选用潮高模型的依赖性,以验潮站实测数据分析计算了余水位的时域统计规律和空间统计规律。实验结果表明,以协因数为技术指标,余水位具有较明显的时空相似性或一致性特征。基于余水位统计特性和配置原理,设计了未来时段水位预报的改进方法,并以实验数据验证了方法的有效性。  相似文献   

8.
针对多波束测深易出现的因水位改正不完善导致的相邻测深条带间的拼接断层,分别采用天文潮预报、基于余水位配置的海洋潮汐推算以及基于日平均海面订正的海洋潮汐推算等方法进行水深测量水位改正。结果表明,后两种方法均适用于多波束水深测量水位改正。  相似文献   

9.
针对多波束测深易出现的因水位改正不完善导致的相邻测深条带间的拼接断层,分别采用天文潮预报、基于余水位配置的海洋潮汐推算以及基于日平均海面订正的海洋潮汐推算等方法进行水深测量水位改正。结果表明,后两种方法均适用于多波束水深测量水位改正。  相似文献   

10.
针对渤海海峡及附近水域开展的检查测量与航路扫海测量面临的现实困难,综合运用多种技术方法实施了水位控制:采用多站分区的最小二乘拟合法和基于潮汐模型与余水位监控法等两套水位控制方案以降低作业风险;采用虚拟站技术实现海上定点站的水位推算以提高作业效率。并对技术方案设计至水位改正数计算中的每个关键步骤都进行严密的论证分析,评估对应的量化精度指标,体现了全过程质量控制的思想。评估结果表明,水位控制的精度满足规范与行业标准的要求,达到了方案设计的目标。  相似文献   

11.
1 .IntroductionWater pollution has a large influence on water environment and our life ;for example ,it some-times induces oxygen depression,blue tide andredtide in a bay.For water purificationin a semi-en-closed sea ,some new methods to activate the tidal exchange between an inner bay and an outer seaarea by control of a tidal residual current have been proposed (Awayaet al .,1995) . Huthnance(1973) ,Zimmerman (1978 ,1981) , Loder (1980) ,and Robinson (1983) considered cases wherethe fricti…  相似文献   

12.
证明了基于余水位信息进行海洋潮汐推算时不需考虑测量区域内潮汐性质是否相似;计算了中数法、陈宗镛法、Rossiter法、Doodson法、Godin法关于63个主要分潮的滤波器谱数值,从理论上对各模型滤波能力进行了量化表征;基于上述滤波法进行了仿真和实测水位的余水位分离计算。结果表明,Godin法可基本消除实测水位的短周期分潮影响,若进一步消除其隐含的中、长周期分潮影响,则Godin法在海道测量水位改正中将有更大应用价值。  相似文献   

13.
基于长江口外鸡骨礁、绿华山潮位站多年实测潮汐资料,开展潮汐调和分析与应用研究。采用最小二乘法计算调和常数,研究不同分潮组合及不同资料长度对调和分析结果的影响。采用规范法及直接预报法计算深度基准面,并分析计算结果。采用余水位订正方法推算潮位,并进行精度验证。结果表明:调和分析精度随分潮个数的增加而提高;采用年实测潮汐资料调和分析的精度总体高于采用多年实测潮汐资料调和分析的精度;采用预报年份相邻的年实测潮汐资料进行潮汐预报精度较高;理论最低潮面计算值,规范法较直接预报法偏小。基于绿华山站与鸡骨礁站实测资料进行余水位推算验证,精度基本满足实用要求。  相似文献   

14.
为消除压力式验潮仪数据因误差而存在的抖动现象,提出了利用半参数模型对水位数据进行预处理的方法。研究了半参数模型在水位预处理中的具体实现方法,并对处理后的数据在应用方面进行了数据实验。实验表明,半参数模型既能够剔除不合理观测噪点,又能够高精度拟合观测水位,利用处理后的数据确定的余水位以及潮汐比较参数更具备合理性,精度得到了提高。  相似文献   

15.
刘聚  暴景阳  许军 《海洋测绘》2019,39(2):10-15
为实现对时差法水位改正结果的精度评估,根据协方差传播律,推导了时差法水位改正的误差方程,讨论了评估潮时差确定精度的方法,并通过数据试验对结果进行了验证。试验结果表明,最小二乘拟合法比相关系数法更能满足时差法水位改正精度评估对潮时差的要求;根据《海道测量规范》要求,试验海域潮时差中误差的限差为6.2min,验潮站网潮时差闭合差中误差的限差为1.0min;水位改正方差反映出了水位改正结果的合理性,可用以评估水位改正精度。  相似文献   

16.
A two-dimensional hydrodynamic model was set up and validated for the west coast of India. The spatio-temporal variation of the tidal constituents for a 110 km stretch of the southwest coast of India was then studied by setting up a fine grid model. The study brings out variability in the shallow water constituents and their selective amplification. Within the Cochin estuary, the amplitudes of almost all the major tidal constituents show a gradual reduction upstream compared to other locations. The shallow water constituents show significant amplification and Z0, the constituent related to mean sea level shows five-fold amplification within the estuary.  相似文献   

17.
The present tidal correction of sea level records of Satellite with ARgoes and ALtimeter (SARAL) is based on the finite element solution (FES) of global tide model FES2012 tidal solution. In this study, we examined the validity of the tidal corrections in the coastal oceans around India using tide gauge measurements and a regional tidal model. Our regional model is based on the barotropic version of the Princeton Ocean Model that is forced by the time-varying tidal levels at the open ocean end based on the global FES99 tidal solution. Tide charts prepared from the simulated tidal levels are very similar to the FES tidal solutions. Comparison with the tide gauge measurement shows close agreement with the regional tidal solutions. On the other hand, the agreement with the FES tide models differ significantly in the Gulf of Khambhat and the Gulf of Kutch on the northwest, and in the Hooghly estuary on the northeast continental shelf. However, the agreement is exceptional in other parts of the study domain. These tidal solutions are used in the SARAL-ALTIKA X-track data to assess the FES tidal correction and to draw some inferences associated with the coastal processes. It is revealed that these corrections are reasonably accurate for the coastal oceans around India except the aforementioned converging channels.  相似文献   

18.
半封闭海湾纳潮量的一种直接观测方法   总被引:3,自引:0,他引:3  
文章推荐了一种半封闭海湾纳潮量的直接观测方法,主要利用ADCP在封闭湾口的观测断面上进行周期性的往还式周日连续走航观测,通过观测到的湾口流量变化序列直接计算海湾的纳潮量。文中提供了较为系统的观测方案以供借鉴。  相似文献   

19.
Accurate water levels modeling and prediction is essential for safety of coastal navigation and other maritime applications. Water levels modeling and prediction is traditionally developed using the least-squares-based harmonic analysis method that estimates the harmonic constituents from the measured water levels. If long water level measurements are not obtained from the tide gauge, accurate water levels prediction cannot be estimated. To overcome the above limitations, the current state-of-the-art artificial neural network has recently been developed for water levels prediction from short water level measurements. However, a highly nonlinear and efficient wavelet network model is proposed and developed in this paper for water levels modeling and prediction using short water level measurements. Water level measurements (about one month and a week) from six different tide gauges are employed to develop the proposed model and investigate the atmospheric changes effect. It is shown that the majority of error values, the differences between water level measurements and the modeled and predicted values, fall within the −5 cm and +5 cm range and root-mean-squared (RMS) errors fall within 1–6 cm range. A comparison between the developed highly nonlinear wavelet network model and the harmonic analysis method and the artificial neural networks shows that the RMS of the developed wavelet network model when compared with the RMS of the harmonic analysis method is reduced by about 70% and when compared with the RMS of the artificial neural networks is reduced by about 22%. It is also worth noting that if the atmospheric changes effect (meteorological effect) of the air pressure, the air temperature, the relative humidity, wind speed and wind direction are considered, the performance accuracy of the developed wavelet network model is improved by about 20% (based on the estimated RMS values).  相似文献   

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