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101.
利用验潮站资料的中国近岸海潮模型精度评估 总被引:1,自引:0,他引:1
针对全球海潮模型在我国近海海域精度较差的问题,该文采用中国沿岸30个长期验潮站的调和常数,对比了3种全球海潮模型DTU10、TPXO7.2、NAO.99b和1个区域海潮模型NAO.99Jb在中国沿岸的准确度。通过海潮模型与验潮站分潮的振幅中误差、迟角中误差以及8个主要分潮的预报误差,对渤海、黄海、东海和南海北部进行了详细的分析。结果表明,NAO.99Jb在中国海域精度最高,NAO.99b次之。在渤海海域,DTU10在Q_1分潮精度最高,NAO.99b在K2分潮精度最高,其余分潮均是NAO.99Jb精度最高;在黄海海域,NAO.99b在Q_1分潮精度最高,其余分潮均是NAO.99Jb精度最高;在东海海域,DTU10在Q_1分潮精度最高,TPXO7.2在P1精度最高,NAO.99Jb在O1、M2分潮精度最高,其余分潮均是NAO.99b精度最高;在南海北部海域,DTU10在N2、S2分潮精度最高,其余分潮均是NAO.99Jb精度最高。 相似文献
102.
103.
直接使用FFT由数字地震记录来恢复地面位移可能产生包括虚假的长周期分量在内的不正确结果.本文介绍了根据FFT和现代控制论所建立起来的迭代方法.对FFT和所介绍的迭代方法所给出的恢复结果进行比较表明,本文所提出的方法确实改善了地面位移的估计. 相似文献
104.
本文以1:50万军事交通图数据库为基础,探讨并研究了数据库支持下的自动制图综合的理论,方法和实施过程:重点研究了地图内容的选取、线状要素的化简和重迭要素的移位问题;尤其是对图形要素的移位,做了较为详细的分析,提出了检查线状要素之间图形重迭的方法及自动移位的具体措施,并给出了用于程序运行的一些详细算法。 相似文献
105.
R. K. Nayak M. Salim S. K. Sasamal P. C. Mohanthy R. K. Bharadwaj K. H. Rao 《Marine Geodesy》2016,39(5):331-347
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
106.
Physical model tests have been performed in two different wave flumes to analyse the threshold of stone movement and quantify the frequency and length of displacements due to head-on wave attacks at a reshaping breakwater. Data on stone movements were obtained from the observation of cumulative displacements at the end of each wave attack and from video records during the attack. Threshold conditions, frequency of movement and displacement length are expressed as function of a suitably modified stability number.A simple model is defined relating longshore transport due to oblique wave attack to stone mobility. The transport model is based on the assumption that movement statistics is affected by obliquity only through the appropriate mobility index and that stones move during up- and down-rush in the direction of incident and reflected waves. Without any calibration, results compare favourably with experimental data available in literature in the range of low mobility conditions where movement statistics was observed. A calibration is provided in order to obtain an accurate transport formula valid in a wide mobility range i.e. for reshaping breakwaters and up to gravel beaches. 相似文献
107.
上海吴淞站是我国沿海地区记录最长的验潮站之一。通过对吴淞站和黄浦公园站的潮位数据的对比分析,揭示出1952年之前数据存在着系统偏差。并通过小波分析方法获得了序列变化的突变点在1929年和1951年,进而对吴淞月均潮位数据分3个时段进行了调整。在此基础上,对吴淞站1937年9月~1943年12月间缺失数据采用回归模型进行了插补。这一检验定位和调整的思路可供吴淞站和其他存在数据瑕疵的长序列潮位数据分析利用研究借鉴。 相似文献
108.
The correlation between the Kuroshio and coastal sea level south of Japan has been examined using the altimetry and tide gauge
data during the period 1992–2000. The sea level varies uniformly in a region bounded by the coast and the mean Kuroshio axis,
which stretches for several hundred kilometers along the coast. These variations are related with the Kuroshio velocity, as
coastal sea level decreases (or increases) when the Kuroshio is faster (or slower). To the east of the Kii Peninsula, where
sea level variations are different from these to the west, movement of the Kuroshio axis additionally affects coastal sea
level variations. 相似文献
109.
The coastal sea level propagating westward along the south coast of Japan and the impact of the disturbance on the generation
of the Kuroshio small meander have been examined. The propagation occurs in sea level variations for periods shorter than
10 days and is remarkable for periods of 4–6 days. Characteristics of the 4–6 day component have been studied using the extended
empirical orthogonal function (EEOF). The first and second modes of EEOF are almost in-phase throughout the south coast of
Japan. The higher four modes of EEOF are significantly excited when the Kuroshio takes the non-large-meander path, and propagate
westward with phase speeds of 2.8 m s−1 (third and fourth modes) and 1.6 m s−1 (fifth and sixth modes) in the Kuroshio region west of Mera in the Boso Peninsula. The analysis shows that more than 70%
of the small meanders generate in two months after a significant propagating disturbance reaches south of Kyushu when the
velocity of the Kuroshio is high. This effect of coastal disturbance is examined by numerical experiments with a 2.5-layer
model in which coastal disturbance is excited by vertical displacement of the upper interface. The result is that offshore
displacement of the Kuroshio occurs southeast of Kyushu only in the case of significant upward displacement of the interface
under the influence of a high Kuroshio velocity. The significant coastal disturbance, which is associated with upward displacement
of the density interface, and a high Kuroshio velocity can therefore be important factors in generating small meanders. 相似文献
110.
Accurate precipitation measurements are essential for many hydrological and hydrogeological management strategies. Precipitation at the Hilton Experimental Site has been regularly measured since 1982. This paper summarises 157 rain gauge years of precipitation data, recorded between 1982 and 2006, using 11 rain gauges on the 0·5 hectare site. Precipitation varied markedly within the site. Precipitation totals were notably different between two adjacent rain gauges, the mean difference being 0·3% of the total. Variations in mean annual precipitation within the site were ?8%. Spatial variations in wind turbulence appeared to be the main factor influencing intra‐site variability. Precipitation totals varied with gauge exposure, with surface level gauges receiving ?5·9% more precipitation than standard rain gauges, the difference being less lower down the slope. On a steep (~15° ) slope, basal sections had 2·5–7·9% more precipitation. Upper gauges received less, probably due to turbulence as increased exposure on the top of the slope resulted in precipitation being carried over the gauge orifice. Results confirm that due attention must be given to the inherent variability of precipitation amounts when calculating precipitation inputs. Copyright © 2008 John Wiley & Sons, Ltd. 相似文献