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电子海图显示与信息系统是近年来航海领域中应用研究的重点方向。结合航海应用系统的技术背景,利用UML(Unified Modeling Language,统一建模语言)对其进行建模和设计,构建电子海图显示与信息系统的整体架构,从不同角度建立了静态模型和动态模型等多种视图,描述了系统的功能需求、功能流程、类结构与层次关系,实现了系统软件设计的可视化,最终利用面向对象技术实现了该应用系统。 相似文献
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《The Cartographic journal》2013,50(1):40-42
AbstractElectronic atlases possess certain advantages over their paper counterparts. However these are not achieved lightly because of the considerable differences between these media, particularly in terms of cartographic design. These problems, and the process of converting an existing atlas of marine information into an electronic version, are the subject of this paper. 相似文献
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现行的海事测绘数据种类繁多,各类数据在组织结构和空间引擎等因素上存在诸多差异,这些差异已经成为制约海事测绘技术发展的主要瓶颈。以天津港海事测绘数据为研究对象,研究CARIS HPD数据模型的定义规则和底层结构,分析CAD海事测绘数据的空间参考和组织规律,探索电子海图桌应用系统的数据组织结构,并基于ArcGIS转换多源异构的海事测绘数据,为多源海事测绘数据跨平台转换和应用提供理论基础和技术支持。 相似文献
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《测量评论》2013,45(75):218-227
AbstractThe oblique or general case of the gnomonic projection receives little serious attention in most text books on map projections and in the works which do include the theory it is unfortunately developed with unnecessary complexity. In consequence it is much less widely understood than are the special cases represented by the polar and equatorial forms. Yet the oblique form provides a gratieule which has proved incomparably more useful than either of the two Inore obvious and popular special cases. Thus, oblique cases have provided the graticules for the series of gnomonic charts of the oceans published by the Hydrographic Department of the Admiralty; the G.S.G.S. Consol Plotting Charts and the Gnomonic Fixing Chart (prepared specially for use with long range radio aids to navigation) are all oblique gnomonic graticules as are the special purpose charts for position fixing from radio bearings published by the Admiralty. In addition, all large scale port plans included in the range of Admiralty charts are drawn on a modified gnomonic. It is only in connection with the production of facets for “near globes” that one can point to the use of the polar and equatorial cases of the gnomonic and even here the greater number of facets are produced as oblique cases. 相似文献
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《测量评论》2013,45(75):227-232
AbstractThe oblique or general case of the gnomonic projection receives little serious attention in most text books on map projections and in the works which do include the theory it is unfortunately developed with unnecessary complexity. In consequence it is much less widely understood than are the special cases represented by the polar and equatorial forms. Yet the oblique form provides a gratieule which has proved incomparably more useful than either of the two Inore obvious and popular special cases. Thus, oblique cases have provided the graticules for the series of gnomonic charts of the oceans published by the Hydrographic Department of the Admiralty; the G.S.G.S. Consol Plotting Charts and the Gnomonic Fixing Chart (prepared specially for use with long range radio aids to navigation) are all oblique gnomonic graticules as are the special purpose charts for position fixing from radio bearings published by the Admiralty. In addition, all large scale port plans included in the range of Admiralty charts are drawn on a modified gnomonic. It is only in connection with the production of facets for “near globes” that one can point to the use of the polar and equatorial cases of the gnomonic and even here the greater number of facets are produced as oblique cases. 相似文献
8.
B. Tapley J. Ries S. Bettadpur D. Chambers M. Cheng F. Condi B. Gunter Z. Kang P. Nagel R. Pastor T. Pekker S. Poole F. Wang 《Journal of Geodesy》2005,79(8):467-478
A new generation of Earth gravity field models called GGM02 are derived using approximately 14 months of data spanning from
April 2002 to December 2003 from the Gravity Recovery And Climate Experiment (GRACE). Relative to the preceding generation,
GGM01, there have been improvements to the data products, the gravity estimation methods and the background models. Based
on the calibrated covariances, GGM02 (both the GRACE-only model GGM02S and the combination model GGM02C) represents an improvement
greater than a factor of two over the previous GGM01 models. Error estimates indicate a cumulative error less than 1 cm geoid
height to spherical harmonic degree 70, which can be said to have met the GRACE minimum mission goals.
Electronic Supplementary Material Supplementary material is available in the online version of this article at 相似文献
9.
Abstract Introductory Remarks.—A line of constant bearing was known as a Rhumb line. Later Snel invented the name Loxodrome for the same line. The drawing of this line on a curvilinear graticule was naturally difficult and attempts at graphical working in the chart-house were not very successfuL Consequently, according to Germain, in 1318 Petrus Vesconte de Janua devised the Plate Carree projection (“Plane” Chart). This had a rectilinear graticule and parallel meridians, and distances on the meridians were made true. The projection gave a rectilinear rhumb line; but the bearing of this rhumb line was in general far from true and the representation of the earth's surface was greatly distorted in high latitudes. For the former reason it offered no real solution of the problem of the navigator, who required a chart on which any straight line would be a line not alone of constant bearing but also of true bearing; the first condition necessarily postulated a chart with rectilinear meridians, since a meridian is itself a rhumb line, and for the same reason it postulated rectilinear parallels. It follows, therefore, that the meridians also must be parallel inter se, like the parallels of latitude. The remaining desideratum—that for a true bearing—was attained in I569 by Gerhard Kramer, usually known by his Latin name of Mercator, in early life a pupil of Gemma Frisius of Louvain, who was the first to teach triangulation as a means for surveying a country. Let us consider, then, that a chart is required to show a straight line as a rhumb line of true bearing and let us consider the Mercator projection from this point of view. 相似文献
10.
ENC作为一种独特的地理空间信息产品,广泛应用于ECDIS(电子海图显示与信息系统)。由于多方面原因,海员在ECDIS使用过程中可发现ENC中存在一些不一致性现象,不仅影响了ENC的数据质量和可信度,而且容易使海员对海上地理要素产生混淆和误判,最终影响船舶海上航行安全。由于海图编绘资料的多源性以及以单幅数据进行生产的作业模式,数据生产者在数据质量评价时都将关注点放在单幅数据的检校,却忽视了数据之间的不一致问题。为此,对各类不一致问题进行梳理分类,按照出现位置不同,将不一致问题分为"ENC内部不一致性"、"邻接ENC之间不一致性"和"重叠ENC之间不一致性"等3大类,分别进行了原因分析和示例说明,最后给出了解决ENC不一致性的途径,为ENC不一致问题的进一步研究指明了方向。 相似文献
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Abstract Remote sensing and geographic information system (GIS) scientists and educators in general are utilizing global web sources for information of the latest developments in the use of satellite and GIS approaches, as well as to understand more fully environmental and natural resources processes in various geographic settings. West Virginia University (WVU) has embarked on a pioneering approach (as only the second university worldwide) to archive graduate theses and dissertations in electronic format with worldwide web access. This study illustrates the type of remote sensing and GIS research available through WVU's worldwide web ETD archive, and its potential uses by educators at a variety of levels of the education system for understanding remote sensing and GIS methodologies, as well as environmental and natural resource processes. Keywords: Geographic Information Systems (GIS), remote sensing, West Virginia University, Electronic Thesis and Dissertation (ETD). 相似文献
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S. H. Laurila 《Journal of Geodesy》1969,43(2):139-153
The main environmental problem in tracking a satellite through the atmosphere is in finding the most probable value of the
mean refractive index. In this paper, the mean refractive index is computed as a four-part model. The troposphere is treated
as one altitude range from sea level to 9 kilometers, and the stratosphere is divided into three altitude ranges, 9 to 18,
18 to 27, and 27 to 36 kilometers. At 36 kilometers, the N-value is approximately equal to two and reduces rapidly to zero.
By the use of theEssen formula in radio wave application and the modifiedKohlrausch formula in light wave application, point-to-point values of the refractive index are computed through these altitude ranges.
The polynomial expansion of second order from the basic exponential function is selected as the model, and the curve-fitting
adjustments of the computed values are established separately to each altitude range to obtain coefficients A, B, and C.
A model based on the U. S. Standard Atmosphere, 1962, is used as the reference to which four sets of actual soundings made
in Lihue, Hawaii and Fairbanks, Alaska on February 3 and July 2, 1966, are compared. The results show that the parabolic adjustment
has a very high reliability. In the use of standard atmosphere, the standard error of the refractive index through the total
altitude range of 0 to 36 kilometers, and at the 70° zenith distance, equal only ±7 millimeters when radio waves are utilized,
and ±3 millimeters when light waves are utilized.
Paper presented at Conference on Refraction Effects in Geodesy and Electronic Distance Measurement, University of New South
Wales, 5–8 November 1968. Hawaii Institute of Geophysics Contribution No. 239. 相似文献
15.
Shoreline and coral reef ecosystem changes in gulf of Mannar, Southeast coast of India 总被引：1，自引：0，他引：1
M. Thanikachalam S. Ramachandran 《Journal of the Indian Society of Remote Sensing》2003,31(3):157-173
Changes in shoreline, coral reef and seafloor have been mapped using remote sensing satellite data of IRS LISS-III (1998),
IRS LISS-II (1988), Survey of India Topographic sheet (1969), Naval Hydrographic Chart (NHO) 1975 and bathymetry data (1999)
with ARC-INFO and ARC-VIEW GIS. The analysis of multi-date shoreline maps showed that 4.34 and 23.49 km2 of the mainland coast
and 4.14 and 3.31 km2 areas of island coast have been eroded and accreted, respectively, in the Gulf of Mannar. The analysis of multi-date coral
reef maps showed that 25.52 km2 of reef area and 2.16 km2 of reef vegetation in Gulf of Mannar have been lost over a period of ten years. The analysis of multi-date bathymetry data
indicates that the depth of seafloor has decreased along the coast and around the islands in the study area. The average reduction
of depth in seafloor has been estimated as 0.51m over a period of twenty four years. The increased suspended sediment concentration
due to coastal and island erosion, and raised reef due to emerging of coast by tectonic movement are responsible for coral
reef degradation in the Gulf of Mannar. Validation by ground truth has confirmed these results. 相似文献
16.
Y. Kozai 《Journal of Geodesy》1968,42(3):355-357
From periodic variations of the orbital inclinations of three artificial satellites 1959Alpha 1, 1960Iota 2, and 1962Beta Mu 1 Love’s number of the earth and time lag of the bodily tide due to the friction are determined, respectively,0.29±0.03 and(10±5) minutes in time.
While the previous paper on the determination of Love’s number of the earth (Kozai, 1967) was in press, a minor error was
discovered in the Differential Orbit Improvement program(DOI) of the Smithsonian Astrophysical Observatory(SAO). Since the analysis was based on time-variations of the orbital inclinations which were derived by theDOI from precisely reduced Baker-Nunn observations, it is likely that the results in the previous paper was affected by the error
in theDOI. Therefore, the analysis is iterated by using the revisedDOI. Three satellites, 1959Alpha 1 (Vanguard 2), 1960Iota 2 (rocket ofEcho 1), and 1962Beta Mu 1 (Anna) (see Table 1) are adopted for determining Love’s number in the present paper. The satellite, 1959Eta, which was used in the previous paper, is not adopted here, since the inclination of this satellite shows irregular variations
unexplained. Instead of 1959Eta 1962Beta Mu 1 is adopted as orbital elements from precisely reduced Baker-Nunn observations have become available for a long interval of
time for this satellite. 相似文献
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A relativistic delay model for Earth-based very long baseline interferometry (VLBI) observation of sources at finite distances is derived. The model directly provides the VLBI delay in the scale of terrestrial time. The effect of the curved wave front is represented by using a pseudo source vector K = (R
1 + R
2)/(R
1 + R
2), and the variation of the baseline vector due to the difference of arrival time is taken into account up to the second-order by using Halley’s method. The precision of the new VLBI delay model is 1 ps for all radio sources above 100 km altitude from the Earth’s surface in Earth-based VLBI observation. Simple correction terms (parallax effect) are obtained, which can also adopt the consensus model (e.g. International Earth Rotation and Reference Frames Service conventions) to finite-distance radio source at R > 10 pc with the same precision. The new model may enable estimation of distance to the radio source directly with VLBI delay data. 相似文献
18.
J. C. Owens 《Journal of Geodesy》1968,42(3):277-291
The development of lasers, new electro-optic light modulation methods, and improved electronic techniques have made possible
significant improvements in the range and accuracy of optical distance measurements, thus providing not only improved geodetic
tools but also useful techniques for the study of other geophysical, meteorological, and astronomical problems. One of the
main limitations, at present, to the accuracy of geodetic measurements is the uncertainty in the average propagation velocity
of the radiation due to inhomogeneity of the atmosphere. Accuracies of a few parts in ten million or even better now appear
feasible, however, through the use of the dispersion method, in which simultaneous measurements of optical path length at
two widely separated wavelengths are used to determine the average refractive index over the path and hence the true geodetic
distance. The design of a new instrument based on this method, which utilizes wavelengths of6328 ? and3681 ? and3 GHz polarization modulation of the light, is summarized. Preliminary measurements over a5.3 km path with this instrument have demonstrated a sensitivity of3×10
−9
in detecting changes in optical path length for either wavelength using1-second averaging, and a standard deviation of3×10
−7
in corrected length. The principal remaining sources of error are summarized, as is progress in other laboratories using
the dispersion method or other approaches to the problem of refractivity correction. 相似文献
19.
On the multivariate total least-squares approach to empirical coordinate transformations. Three algorithms 总被引：2，自引：1，他引：1
The multivariate total least-squares (MTLS) approach aims at estimating a matrix of parameters, Ξ, from a linear model (Y−E
Y
= (X−E
X
) · Ξ) that includes an observation matrix, Y, another observation matrix, X, and matrices of randomly distributed errors, E
Y
and E
X
. Two special cases of the MTLS approach include the standard multivariate least-squares approach where only the observation
matrix, Y, is perturbed by random errors and, on the other hand, the data least-squares approach where only the coefficient matrix
X is affected by random errors. In a previous contribution, the authors derived an iterative algorithm to solve the MTLS problem
by using the nonlinear Euler–Lagrange conditions. In this contribution, new lemmas are developed to analyze the iterative
algorithm, modify it, and compare it with a new ‘closed form’ solution that is based on the singular-value decomposition.
For an application, the total least-squares approach is used to estimate the affine transformation parameters that convert
cadastral data from the old to the new Israeli datum. Technical aspects of this approach, such as scaling the data and fixing
the columns in the coefficient matrix are investigated. This case study illuminates the issue of “symmetry” in the treatment
of two sets of coordinates for identical point fields, a topic that had already been emphasized by Teunissen (1989, Festschrift
to Torben Krarup, Geodetic Institute Bull no. 58, Copenhagen, Denmark, pp 335–342). The differences between the standard least-squares
and the TLS approach are analyzed in terms of the estimated variance component and a first-order approximation of the dispersion
matrix of the estimated parameters. 相似文献
20.
C-D. Zhang H.T. Hsu X.P. Wu S.S. Li Q.B. Wang H.Z. Chai L. Du 《Journal of Geodesy》2005,79(8):413-420
The algorithm to transform from 3D Cartesian to geodetic coordinates is obtained by solving the equation of the Lagrange parameter.
Numerical experiments show that geodetic height can be recovered to 0.5 mm precision over the range from −6×106 to 1010 m.
Electronic Supplementary Material: Supplementary material is available in the online version of this article at 相似文献