Navigation


Improved algorithms for sailing calculations

May 2010 | No Comment

This paper presents new algorithms for rhumbline sailing (RLS) and great elliptic sailing (GES)calculations for route planning and portrayal of navigational paths on Electronic Chart Systems

From the early days of the development of basic navigational software built into satellite navigational receivers, it has been noted that for the sake of simplicity and a number of other reasons, this navigational software is often based on methods of limited accuracy [1]. It is surprising that even nowadays the use of navigational software is still used in a loose manner, sometimes ignoring basic principles and adopting oversimplified assumptions and errors such as the wrong mixture of spherical and ellipsoidal calculations in different steps of the solution of a particular sailing problem [2]. The lack of official standardization on both the “accuracy required” and the equivalent “methods employed”, in conjunction to the “black box solutions” provided by GNSS navigational receivers and navigational systems (ECDIS and ECS) suggest the necessity of a thorough examination of the issue of sailing calculations for navigational systems and GNSS receivers [3].

New formulas have been derived for both Rhumb Line Sailing (RLS) on the ellipsoid and Great Elliptic Sailing (GES). The RLS formulas result from the analysis of the geometry of the loxodrome on the ellipsoid and are simpler and faster than those traditionally used for RLS on the ellipsoid, which are normally based on the Mercator projection formulas. The proposed new algorithm for Great Elliptic Sailing (GES), provides extremely high accuracies comparable to those obtained by the computations of geodesics. Numerical tests show that discrepancies in the computed distances between “geodesic” and “great elliptic arc” are practically negligible for navigation [4].

Rhumbline Sailing (RLS )

The proposed formulas for rhumbline sailing calculations on the ellipsoid solve both the direct and the inverse RLS problem. In traditional navigation the navigator is interested only in the inverse RLS problem that solves for the “course to steer” and the “sailing distance” from one location to another.

In contemporary navigational systems (ECDIS, ECS) the accurate solution of the direct RLS is required for the portrayal of the RLS paths on the displayed electronic chart. The RLS paths (loxodromes) are depicted on the electronic chart through the calculation of the coordinates of intermediate points between the points of departure and destination for specific distance intervals and for a given steering course.

Inverse RLS problem

This section of the algorithm consists of three parts:

Part 1: Calculation of Meridian distance

The calculation of the length of the arc of the meridian is a prerequisite not only for RLS calculations, but also for “geodesic sailing” and “great elliptic sailing”. The fundamental equation for the calculation of the length of the meridian arc on the ellipsoid (figure 1), is:

Formula 2 can be transformed into an elliptic integral of the second type, which cannot be evaluated in a “closed” form. The calculation can be performed either by numerical integration methods, such as Simpson’s rule, or by the binomial expansion of the denominator to rapidly converging series, retention of a few terms and further integration by parts. Simpson’s numerical integration does not provide satisfactory results and consequently the methods used are based on the series expansion formulas [5], [6]. The series expansion formulas have the general form of equation (3).

Where, φm is the mean latitude of the points of departure and destination. Formula 9 is derived directly from formula [4] and is simpler than other formulas based on the use of isometric latitude [Bowring 1985, Bennet 1996] and the general formulas of the Mercator projection [Snyder 1987].

Great Elliptic Sailing (GES)

In traditional navigation, the calculation of the elements of the shortest navigation path between two points on the surface of the Earth is usually conducted by the use of a spherical model of the earth and the assumption that the length of one minute arc of any great circle is equal to one international nautical mile. It is obvious that more accurate results can be obtained by the adoption of an ellipsoidal model of the earth and the calculation of the geodesic distances and azimuths. The discrepancies between the results of shortest navigational path calculations on the spherical model of the earth as great circle arcs and on the ellipsoidal model as geodesics, are in the order of 0.27% according to Tobler [7] and in the order of 0.5% according to Earle [2]. In reality and for long distances these discrepancies can exceed 15 nautical miles (about 28.5 km). An example of such a discrepancy is shown through the calculation of the shortest navigational distance from a departure location on the east coast of Australia, such as the entrance of Sydney harbor (φ: 33º 46´.21 S, λ: 151º 31´.964 E) to a destination point on the west coast of South America such as the approaches to Valparaiso in Chile (φ: 32º 59´.998 S, λ: 71º 36´.675 W). The calculation of this distance on the spherical earth model with the above mentioned assumption yields a distance of 6113 nautical miles. The calculation of the same distance on the WGS-84 ellipsoid with very accurate geodetic methods of sub meter accuracy as Vicenty’s [7], yields 6128.4 nautical miles. For this example the difference in calculated distances on the spherical model from those on the ellipsoid is more than15 nautical miles (~28.5 km). The great ellipse is the line of intersection of the surface of the ellipsoid with the plan passing through its geometric center O and the departure and destination points P1 and P2 (figure 3).

For surface navigation applications the great elliptic arc P1P2 approximates very closely the geodesic line and even for the longest possible navigational paths the discrepancies between “geodesic” and “great elliptic arc” are practically negligible. In practice very accurate results can be obtained through the execution of the calculations on the great ellipse rather than on the geodesic [8].

The algorithm starts with the calculation of the eccentricity of the great ellipse and the “geocentric” and “geodetic” great elliptic angles (figure 4) of the points of departure and destination. This part of the algorithm consists of the formulas proposed by Williams [9] because they are simple and straight forward and provide accurate results [4].

For the calculation of the length of the great elliptic the algorithm uses the standard geodetic series expansion formulas for the length of the meridian arc, after their proper modification for the great ellipse by the substitution of the “eccentricity of the ellipsoid” and the “geodetic and geocentric latitudes” with the “eccentricity of the great ellipse” and the “geodetic and geocentric great elliptic angles”. For the calculation of the initial and final course the algorithm adopts the methodology proposed by Bowring [10]. Initially the forward and backward azimuths are calculated on the auxiliary unit sphere as in the classical spherical earth model use in traditional navigation. Then the calculated spherical azimuths are reduced to their ellipsoidal values for the great elliptic arc. These parameters are required for the subsequent calculation of the geodetic coordinates of the intermediate points along the great elliptic arc. The calculation of the geodetic coordinates of the intermediate points along the great elliptic arc is conducted by successive solutions of the direct great elliptic problem using the formulas proposed by Bowring [10].In these successive calculations, in order to avoid propagation of errors, the initial point is always the point of departure and the destination point is the intermediate point concerned. The known parameters in these direct problem solutions are: “the geodetic coordinates of the point of departure”, “the calculated initial course at this point” and “the distance of the intermediate point from the point of departure”. The full set of the formulas used in the algorithm can be found in [4].

–~~~~~~~~~~~~–

Numerical tests and comparisons

For the numerical evaluation of the proposed new algorithms for RLS and GES calculations, a data set of ten (10) routes between selected ports and harbors has been used (table 1).

These routes cover distances from 500 up to about 9000 nautical miles distributed all over the globe (figure 5).

The proposed new algorithm for RLS has been tested against:

• The simplified formulas for RLS on the sphere.

• The rhumbline sailing module of the Navpack navigational software, which is provided jointly by the UK Almanac office and the US Naval Observatory [12].

• Typical commercial ECDIS kernel navigational SW for RLS calculations.

The proposed new algorithm for GES [8] has been tested against:

• Other methods and formulas for GES that were proposed in the past as those of Williams[9] and Earle [13].

• Vicenty’s algorithm for the precise calculation of geodesic
distances and azimuths [8]

• Typical commercial ECDIS kernel navigational SW.

• Traditional G.C (Great Circle) sailing formulas on the sphere.

The conducted numerical tests(tables 2 and 3) show that:

• The average error of the proposed new algorithm for GES in the calculation of the great elliptic arc distances is 4,38 meters. This error is smaller than the 6,54 meters average errors of the methods of Williams and Earle. Seeking higher accuracy for sailing calculations does not have any practical value for marine navigation and simply adds more complexity to the calculations.

• Discrepancies in the computed distances between the “geodesic” and the “great elliptic arc” are practically negligible for marine navigation.

• Discrepancies between the results of shortest navigational path calculations on the spherical model of the earth as great circle arcs and on the ellipsoidal model as great elliptic arcs, or
geodesics, may in some cases exceed 15 nautical miles (~28.5 km).

• The discrepancies between RLS calculations on the sphere and the ellipsoid for very long sailing distances may exceed 19 nautical miles (~35 km).

• For short sailing distances (smaller than 600 nautical
miles) the discrepancies between the calculations on the spherical and the ellipsoidal model of the earth practically can be considered negligible for navigation.

Conclusions

The new improved algorithms for RLS and GES calculations:
• are straightforward and can be easily implemented in navigational software,
• provide the same and in some cases, higher accuracy than other
methods and formulas for sailing calculations on the ellipsoid,
• can be used in programmable pocket calculators for the solution of the inverse RLS and GES problems,
• are used for the calculation of the geodetic coordinates of an unlimited number of intermediate points along the rhumbline and the great elliptic arc and thus they can be easily implemented in navigational systems (ECDIS and ECS) for the display of navigational paths on the Electronic Chart Systems (ECDIS and ECS).
Detailed presentations of the improved algorithms for sailing calculations in GIS navigational systems can be found in references [3], [4] and [11].

Abbreviations
ECDIS: Electronic Chart Display and
Information System
ECS: Electronic Chart System
ENC: Electronic Navigational Chart
G.C: Great Circle
GES: Great Elliptic Sailing
RLS: RhumbLine Sailing

References

Bennet G.G. 1996. Practical Rhumb Line Calculations on the Spheroid. Journal of Navigation, Vol. 49 No 1. 112-119.

Earle M. A. 2006. Sphere to Spheroid Comparisons, Journal of Navigation, Vol.59, 491-496.

Pallikaris A. Tsoulos L. Paradisis D. New meridian arc formulas for sailing calculations in GIS, International Hydrographic Review May 2009.

Pallikaris, Α. Latsas, G. New algorithm for Great Elliptic Sailing (GES), Journal of Navigation, Vol. 62, No 3. 493-507.

Snyder, J. P. 1987. Map Projections: A Working Manual. U. S. Geological Survey Professional Paper 1395

Torge, W. 2001. Geodesy 3rd edition. Walter de Gruyter, Berlin, New York. Tobler. W.R. 1964. A comparison of spherical and ellipsoidal measures. The Professional Geographer, Vol XVI, no 4, pg 9-12.

Vincenty, T. 1975. Direct and Inverse Solutions of Geodesics on the Ellipsoid with Application of Nested Equations. Survey Review, vol. XXII no 176. 88-93.

Williams, R. 1996. The Great Ellipse on the surface of the spheroid. Journal of Navigation, Vol. 49, No 2. pp. 229-234.

Bowring, B.R. 1984. The Direct and Inverse Solutions for the Great Elliptic Line on the Reference Ellipsoid. Bull. Geodesique, 58 pp. 101-108.

Pallikaris A. Tsoulos L. Paradisis D. New calculation algorithms for GIS navigational systems and receivers, Proceedings of the European Navigational Conference ENCGNSS 2009. Naples Italy May 2009.

Hohenkerk C.Y. and Yallop B.D. 2004 NavPac and Compact Data 2006 – 2010 Astro-Navigation Methods and Software for the PC. TSO, London

Earle, M. A. 2000. A Vector Solution for Navigation on a Great Ellipse. Journal of Navigation, Vol. 53, no 03

Athanasios Pallikaris

Associate Professor, Hellenic Naval Academy
palikaris@snd.edu.gr

Lysandros Tsoulos

Professor,
National Technical University of Athens
lysandro@central.ntua.gr

Demitris Paradissis

Professor,
National Technical University of Athens
dempar@central.ntua.gr
My Coordinates
EDITORIAL
His Coordinates
Orhan Altan, President, ISPRS
News
INDUSTRY | GPS | GALILEO UPDATE | LBS | GIS | REMOTE SENSING
Mark your calendar
MAY 2010 TO NOVEMBER 2010

«Previous 1 2View All| Next»

Pages: 1 2

Leave your response!

You must be logged in to post a comment.