Mini Review Volume 5 Issue 4
Direct bearing angles determination on globe
Sebahattin Bektas
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Correspondence: Sebahattin Bektas, Department of geomatics, Faculty of Engineering, 19 Mayis University, Kurupelit, Samsun, Turkey
Received: November 27, 2019 | Published: December 20, 2019
Citation: Bektas S. Direct bearing angles determination on globe. MOJ Civil Eng. 2019;5(4):78-80. DOI: 10.15406/mojce.2019.05.00159
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Abstract
In this paper, we will see that the determination of direct bearing angles. As it is known, in bearing angles are often computed used formulas with arctan function. The arctan function gives an angle values between -90o and +90o. However, the bearing angle is by definition 0o to 360o. Consequently, it is inevitable to examine the process of obtaining the azimuth angle. Classic formulas only work correctly if the edge is in the 1st quarter. If the edge is located in the other quarters, the angles of the bearing should be examined. In this work we proposed new formulas for direct bearing angles on globe (sphere). Using the formula that we propose will save execution time in codes with intensive geodesic calculations.
Keywords bearing angles, globe, sphere, geographical coordinates, direct bearing angles, classic formulas, arctan function, geodesic calculations, azimuth angle, ellipsoid surface
Introduction
For example, First Geodetic Basic problem;
the geographic coordinates of a point P1 are given in latitude longitude values, S12 the geodetic curve length from point P1 to point P2, A12 the bearing angle (azimuth angle) of the length and desired
the geographic coordinates of a point P2. The azimuth A21 is desirable which corresponding A12 azimuth angle is because there are approximately 180o difference between A12 and A21. Thus, the region of A21 is easily predicted. If the two points are on the same meridian or on the same parallel circle the difference between A12 and A21 is exactly 180o.1,2
However, in the 2nd Geodetic basic problem; the geographic coordinates latitude and longitude values of the two points are given;
and required the geodesic curve length between the two points is S12 and the corresponding azimuths A12 and A21 between the two points. The azimuth calculation is not as easy as in the 1st geodetic basic problem assignment. If the A12 azimuth is calculated incorrectly, the A21 azimuth will also be incorrect by itself. In this proposed method, formulas are given for how to obtain the azimuth angle directly without any examination. The given method can calculate azimuth without reducing the sphere and ellipsoid surface.
Material and methods
Calculation of between the two points S12 and the corresponding azimuths A12 and A21 from known P1, P2 point’s geographical coordinates is also called as geodetic 2nd basic problem solution (Figure 1). Problem is solved classically with below formulas (Equation 1).3–5
Here
is the angular equivalent of the edge.
If you want to find the metric of the edge:
R= radius of the earth
Figure 1 The two points S12 and the corresponding azimuths A12 and A21 from known P1, P2 points geographical coordinates is also called as geodetic 2nd basic problem solution.
It is important to remember that these classic formulas only work correctly if the edge is in the 1st quarter. If the edge is located in the other quarters, the angles of the bearing angle should be examined. For correct angles, the necessary additions should be made according to the Table 1 below.
Quadrant
|
Fixed value to add for A12
|
Fixed value to add for A21
|
1.Quadrant
|
-
|
-
|
2.Quadrant
|
+180o
|
+180o
|
3.Quadrant
|
+180o
|
-180o
|
4.Quadrant
|
+360o
|
-
|
Table 1 Fixed value to add for bearing angles
Direct determination of azimuth by geographic coordinates
For direct calculations we give below formulas. In this proposed method, formulas are given for how to obtain the azimuth angle directly without any examination. The proposed method can calculate direct azimuth angles on the sphere and ellipsoid surface, (Equation 2).6
Proposed method
Numerical example
To compare direct formula and classical formula results, From the point P1 to the point P2 which is located in different quarters each time, the second basic problem solutions were made and the bearing angles calculations were made.
, the geographic coordinates of a point P1 are given in latitude longitude values:
Required:
If we use the above equations (Equation 1) and (Equation 2) for the solution, for results please see Table 2
|
Classic formula (Equation 1) |
Direct formula (Equation 2) |
Quadrant |
|
|
S |
A12 |
A21 |
A12 |
A21 |
1 |
32 |
31 |
241911.948 |
22.9432 |
203.45833 |
22.9432 |
203.45833 |
2 |
29 |
32 |
223183.087 |
-60.6189 |
120.36606 |
119.3811 |
300.36606 |
3 |
28 |
29 |
242683.026 |
23.86428 |
203.37939 |
203.86428 |
23.37939 |
4 |
32 |
29 |
241911.948 |
-22.9432 |
156.54167 |
337.0568 |
156.54167 |
Table 2 Direct formula and classical formula results
Discussion
In this proposed method, formulas are given for how to obtain the azimuth angle directly without any examination. The given method can calculate azimuth without reducing the sphere and ellipsoid surface. The numerical example that we have given shows the accuracy of the method we propose. The advantage of the method is that no examination is required. In computer calculations, if..end blocks are not used when direct formulas are used. The if..end blocks reduce the execution speed in computer calculations.
For future studies, researchers are advised to try to find more simple direct formulas.
Conclusion
In this proposed method, formulas are given for how to obtain the azimuth angle directly without any examination. The given method can calculate azimuth without reducing the sphere and ellipsoid surface. Using the formula that we propose will save execution time in codes with intensive geodesic calculations
Acknowledgments
Conflicts of interest
The author declares that there are no conflicts of interest.
Funding
References
- Grossmann W. Geodata calculations and images in the state survey. Stutgart, Germany: Verlag Konrad Wittwer. 1964.
- Hristow WK. Die Gauss-Krüger’schen Koordinaten auf dem Ellipsoid. Berlin:Journal Empire Survey Review. 1946;8(61):272–274.
- Bektas S. Mathematical Geodesy. Turkey: Kamer Publishing House. 2001.
- Bektaş, S. Jeodezik Hesap-Düzlemde ve Küre Yüzeyinde Jeodezik Hesaplamalar. Samsun:OMÜ publications. 2004.
- Yaşayan A, Hekimoglu Ş. Spherical trigonometry. Trabzon, Turkey: KTÜ publications. 1982.
- Bektaş S. Practical Geodesy. Turkey: OMÜ publications. 2016.
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