潮位

cháo wèi
  • Tidal level;sea level;tide height
潮位潮位
潮位 [cháo wèi]
  • [tide height] 潮水达到的高度

潮位[cháo wèi]
  1. GPS在航潮位测量中的关键技术研究

    Research on key techniques in on-the-fly GPS tidal measurement

  2. BP神经网络在吴淞口潮位短期预报中的应用

    Application of BP neural network in tidal level short-term forecast of Wusong estuary

  3. 测船处瞬时潮位的GPS精密确定

    Determination of Precise Instantaneous Tidal Level at Vessel

  4. GPRS数据通信在天津沿海潮位监测系统中的应用

    A Case Study of GPRS Data Transmission in the Tide Observation System in Tianjin Coastal Area

  5. Ku波段波高和潮位探测系统多信道数据处理

    Multi-channel Data Processing for the Ku-band Ocean Wave-height / Tide-level Sounding System

  6. Ku波段海表波高/潮位探测系统的研究

    Research of Ku-Band Sounding System for Sea-Surface Wave-Height / Tide-Level

  7. 通过利用GPS及渔探器实测,并进行潮位订正,获得南通浅海海域大量测点的高程资料;

    A lot of data of elevation in different places of the shallow water of Nantong were obtained by fish exploring machine and GPS determining and tide correcting .

  8. 这些关键问题主要有姿态改正、GPS高程质量控制、垂直基准转换、基于信号的在航潮位提取。

    Some key techniques , such as attitude correction , quality control of GPS height , transformation of vertical reference datum and extraction of tidal level , are studied in detail .

  9. 本次由于增加了物理成因法,引用了海温、南方涛动指数(SouthernOscillationindex)、太阳黑子数等资料,预报精度得到了提高,特别是年最高潮位预测中效果更为明显。

    In the paper , because sea temperature , Southern Oscillation index and sunspot number are also investigated , forecast accuracy is improved , especially in prediction of the annual highest tide stage .

  10. 作者介绍了一种用于测量海洋波高和潮位的Ku波段雷达探测系统。

    A Ku band radar sounding system for the measurement of ocean wave height and tide level is designed .

  11. 台湾海峡M2分潮潮位分布研究的主要分歧在于对台湾岛西岸潮时潮差的分布特征的解释;

    The main controversies over the M_2 tidal level distributions are the interpretations of the tidal phase and range distribution characteristics along the west coast of Taiwan Island ;

  12. 乘潮作业的港口、船坞、航道,需要了解某一持续时间(例如两小时)的高潮潮位,这里以H2表示。

    In order for harbors , docks and channels to have enough depths to operate , the higher tide above a height held a duration , e.g. two hours ( denoted by H_ ( 2 )) should be known .

  13. 探讨了不同参数估计方法下如何判别特大值,并用得到的判别标准(大于EX+3×σX)对修正后的分期最高潮位序列进行频率分析确定了分期设计最高潮位。

    Approaching how to distinguish outlier from different parameter estimation methods . And used this standard ( large than EX + 3 x σ X ) to estimate the design sub stage maximum tidal levels using the frequency analysis .

  14. 传统的水下地形测量模式定型于利用GPS测定水底点的平面位置,利用测深仪测定水底点的深度,附之以瞬时潮位资料,获得点位的高程。

    The traditional hydrographic model is that plane position is determined by GPS , and depth is observed by echo sounding system , under the condition of possession of tide observation datum , the height point under water can be gotten .

  15. 利用MForeman改进的G·Godin潮汐调和分析及预报程序对江苏省辐射沙洲海域的16个验潮站潮位资料进行了调和分析和潮汐预报。

    The tidal height data of 16 tide surveying sites in Jiangsu radial sand ridge sea area are analysed and predicted respectively using the G · Godin ′ s tidal height analysis and prediction programs revised by Foreman .

  16. 该文设计一个理想海湾,应用ECOM模式,数值试验表明开边界条件用潮流替代潮位,计算域内计算的结果是一致的;

    Applied the ECOM , the numerical experiment with the tidal current open boundary condition shows that results are consistent with the tidal level open boundary condition by designing an idealized bay .

  17. 采用P-III型分布及极值I型分布,研究了沿海地区设计潮位计算方法。阐述了资料的一致性检验的方法。

    Procedure applying Pearson Type Three distribution ( P-III ) and Extreme value type I distribution ( EV-I ) to designed tide level calculation is studied in this paper to describe the testing methods of data coherence .

  18. Foreman改进的G.Godin潮汐调和分析程序对江苏省辐射沙洲海域21个验潮站潮位资料进行调和分析,得到了11个分潮的调和常数及相应平均海平面。

    The tidal level data from 21 tidal stations in radial sand ridge sea area of Jiangsu Province are analyzed by use of G-Godin 's tidal harmonic analysis and prediction programs revised by M Foreman , and the harmonic constants of 11 constituents and corresponding mean sea level are obtained .

  19. 并对江苏沿海6个验潮站33a的潮位记录进行分析,得出江苏沿海此期间的相对海面变化速率为0.29~1.00cm/a。

    And analysis of tidal records from 6 tidal gauge stations from 1968 & 2000 was made to analyse the relative sea-level change in the recent decades along Jiangsu coast .

  20. 结果表明,两种方法对不同重现期设计值的估计结果相当,但P-III型分布计算时参数的选取与习惯用法不符,因此,建议采用极值I型分布进行设计潮位计算。

    Results indicate that P-III distribution is compatible to EV-I distribution in estimating designed values . But , the adopted parameters of P-III distribution does not accord with tradition , so , the EV-I distribution was recommended for designed tide level calculation .

  21. WL-03型精密气泡式水位(潮位)计

    WL - 03 Type Precision Air Bubble Model Water Gauge Synopsis

  22. 杭州湾跨海大桥桥位地形测绘中的潮位改正

    Tide controlling of topographic survey for the Hangzhou Bay Major Bridge

  23. 精密引潮位展开及某些诠释

    Precise development of the tidal generating potential and some explanatory notes

  24. 不同规格化的引潮位展开及其转换

    Expansion of tidal generating potential in different normalizations and their conversion

  25. 感潮河段上游流量对潮位预报的影响

    Influence of upstream discharge in tidal level prediction for tidal reaches

  26. 大连湾潮流和潮位的数值计算

    The numerical simulation of tidal stream and level in Dalian bay

  27. 沿海地区年最高潮位频率分析研究

    Analysis of Annual Design Highest Tide Level Frequency in Littoral Area

  28. 潮位线表示高、低潮高度的线。

    A line indicating the heights of high and low tide .

  29. 长江潮位预报方法

    Method of Predicting Tidal Level at Lower Reach of the Yangtze River

  30. 固体潮引潮位的计算机演绎展开

    Expansion of Tidal Potential of the Solid Tide on Computer