TECHNICAL RESEARCH REPORT

Transcription

1 TECHNICAL RESEARCH REPORT A Summary of Satellite Orbit Related Calculations by A.H. Murad, K.D. Jang, G. Atallah, R. Karne, J. Baras CSHCN T.R (ISR T.R ) The Center for Satellite and Hybrid Communication Networks is a NASA-sonsored Commercial Sace Center also suorted by the Deartment of Defense (DOD), industry, the State of Maryland, the University of Maryland and the Institute for Systems Research. This document is a technical reort in the CSHCN series originating at the University of Maryland. Web site htt://

2 A Summary of Satellite Orbit Related Calculations Ahsun H. Murad, Ka Do Jang, George Atallah, Ramesh Karne and John Baras NASA Center for Satellite and Hybrid Communication Networks Institute for Systems Research University of Maryland College Park, MD Satellite Orbit Calculations (Satellite Orbit-Plane Coordinate System) The ath of a satellite orbiting around the earth takes the form of an ellise. This section describes some of the quantities and roerties related to the satellite orbit. For simlicity, a satellite orbit-lane coordinate system is chosen, so that the satellite orbit lies in the x-y lane, and we can deal with a 2-D instead of a 3-D system. The following are some of the arameters and equations that describe this ath. S satellite E earth O geometric center of orbit P h erifocus (oint at which, satellite is closest to earth) A h aofocus (oint at which, satellite is furthest from earth) a semimajor axis e eccentricity (circle: e = 0, ellise: 0 < e < 1) b semiminor axis b = a 1 e 2 semierimeter = a(1 e 2 ) ν true anomaly r osition vector r distance between earth and satellite V velocity vector V seed of satellite mass of earth + mass ofsatellite µ = 1 mass of earth k gravitational constant of earth k m 3/2 / s t currenttime T time of erifocal assage (time at which, the satellite was at P h ) P eriod of revolution (time taken by satellite to revolve once around the earth) P, Q, W unit vectors along x ω, y ω and z ω resectively 1

3 y w V b S Q r A h a O E ν P P h x w ae a z, w W : in direction erendicular to lane of aer, coming out of it. Fig. 1. Orbital lane view of a satellite orbit around the earth Satellite Orbit Secification To secify the shae of the satellite orbit, and osition of the satellite in the orbit, the following arameters need to be given: a, e, and T Period of Revolution Given a, we can calculate P: Vice-versa, given P, we can calculate a: P = 2π k µ a3/2. kp µ 2/3 a =. 2π 2

4 1.3. Distance of satellite from the center of the earth Given the true anomaly, the distance of the satellite from the earth is Satellite is closest to the earth at ν = 0, cos ν = 1: and furthest from the earth at ν = π,cosν = 1: r = a(1 e2 ) 1 + e cos ν. r Ph = a(1 e) r Ah = a(1 + e) Dislacement vector r = " # " # a(1 e 2 )cosν a(1 e 2 )sinν P + Q 1 + e cos ν 1 + e cos ν 1.5. Seed of Satellite s µ 1 + 2e cos ν + e 2 V = k a 1 e 2 Seed is maximum at erifocus ν = 0, cos ν = 1, and minimum at aofocus ν = π,cosν = 1: Vmax = k s µ a 1 + e 1 e Vmin = k s µ a 1 e 1 + e 1.6. Velocity of Satellite Tangential comonent: Radial comonent: Velocity vector: r µ 1 V t = k(1 + e cos ν) a 1 e 2 r µ 1 V r = ke sin ν a 1 e 2 " r # µ 1 V = k sin ν a 1 e 2 P + " r # µ 1 k(cos ν + e) a 1 e 2 Q 3

5 1.7. Satellite osition at time t Given the current time t, first solve for the aarent anomaly E using π E e sin E = k µ, t T. 180 a 3/2 To solve this, use the following algorithm: 180 k µ, (i) Set E 0 t T ; k 0. π a 3/2 π e sin E k ee k cos E k + E 0 (ii) Set E 180 k+1 π 180 e cos E k and reeat ste (ii).. If je k+1 E k j je k j < 10 5, sto; otherwise, set k k + 1, Note: The above algorithm assumes that E is in radians. Then, solve for the true anomaly ν from Then, use ν in the equations above. cos ν = cos E e 1 e 1 e cos E ; sin ν = 2 sin E 1 e cos E 2. Latitude-Longitude-Altitude Coordinate System The earth is not a erfect shere, but rather closer to an ellisoid. a e equatorial radius (semimajor axis) a e m b e olar radius (semiminor axis) f flattening f = a e b e a e = Usually, on earth, the location of a oint is secified by two angular coordinates (latitude longitude) and the altitude above/below the adoted reference ellisoid. Because the earth is an ellisoid, there are three kinds of latitude defined geocentric latitude, geodetic latitude and astronomical latitude Latitude φ 0 (Geocentric latitude) The acute angle measures erendicular to the equatorial lane between the equator and a line connecting the geometric center of the earth with the oint formed by the intersection of the surface of the refence ellisoid and the normal to a tangent lane touching the reference ellisoid that contains the oint. φ (Geodetic latitude) The acute angle measures erendicular to the equatorial lane between that normal to a tangent lane touching the reference ellisoid, and assing through the oint, and the equatorial lane. φ a (Astronomical latitude) The acute angle measured erendicular to the equatorial lane formed by the intersection of a gravity ray with the equatorial lane. Since the astronomical latitude is a function of the local gravitational field, it is affected by local surface anomalies like mountains, seas, etc.. It is usually used as an aroximation to geodetic latitude, when the latter is not available. 4

6 Geodetic latitude is the one commonly used in mas, etc.. assumed. When not secified, geodetic latitude is Conversion between geodetic and geocentric latitudes are as follows: φ = tan 1 1 (1 f ) 2 tan φ 0 ; φ 0 = tan 1 (1 f ) 2 tan φ Longitude There are two kinds of longitude used: λ E (East longitude) Angle measured towards the east, in the equatorial lane between the rime meridian (0 ) and the meridian crossing the surface oint. λ W (West longitude) Angle measured towards the west, in the equatorial lane between the rime meridian (0 ) and the meridian crossing the surface oint. East longitude is the more common of the two. Conversion between the two is as follows: λ W = 360 λ E Altitude H (Altitude) Height of the object above/below the reference ellisoid, measured normal to a tangent lane touching the surface; the normal assing through the oint and the oint of contact of the tangent lane with the reference oint. 5

7 North Point H Horizontal Plane φ φ Equator Cross section of oblate Earth Fig. 2. Geodetic and Geometric latitude of a oint. 3. Right Ascension-Declination Coordinate System Calculations in sace are best carried out in an inertial or fixed coordinate system. The right ascensiondeclination system is the basic astrodynamical system. This section exlains this coordinate system and the next section shows how to secify a satellite orbit in this coordinate system. The origin is fixed at the center of the earth. The x-axis oints to the vernal equinox (a certain distant star) in the equatorial lane, the y-axis is erendicular to the x-axis and also lies in the equatorial lane, and the z-axis oints to the north-ole. I, J, K unit vectors along the x, y, and z axes resectively. α (Right Ascension) Angle measured in the lane of the equator from the vernal equinox to a lane normal to the equator (meridian) that contains the object. 0 α 360. δ (Declination) Angle between object and equator measured in a lane normal to the equator, which contains the object and the origin. 90 δ 90. r (Radial distance) The distance between the origin and the object. 6

8 z Object K r Origin α I δ J y x (Vernal equinox) Celestial shere Fig. 3. Right Ascension-Declination Coordinate System Conversions Given [x, y, z] coordinates in the right ascension-declination system, comutation of [α, δ, r]isasfollows: q r = x 2 + y 2 + z 2 x Solve for δ from cos δ = 2 + y 2 ; sin δ = z r r x Solve for α from cos α = x 2 + y 2 ; sin α = y x 2 + y 2 Given [α, δ, r] coordinates in the right ascension-declination system, comutation of [x, y, z]isasfollows: x = r cos δ cos α y = r cos δ sin α z = r sin δ 4. Satellite Orbit Orientation in Sace In Section 1, we discussed satellite orbit calculations in the orbital-lane coordinate system [P, Q, W]. In this section, we discuss how the satellite orbit is actually oriented in sace (i.e., with resect to an inertial frame of reference). We shall secify orbit orientation in the right ascension-declination system. 7

9 ι (Orbital Inclination) Angle between orbital and equatorial lanes measured in a lane erendicular to a line defining their resective intersection. 0 i 180 Ω (Longitude of the ascending node) The angle measured in the equatorial lane between the rincial axis (vernal equinox) and the line defining the intersection of the orbital and equatorial lanes, as a oint asses through the equator from z to +z. 0 Ω 360 ω (Argument of the erigee) Angle measured in the orbital lane from the line joining defined by the longitude of the ascending node to another line in the orbital lane, which contains the focus and asses through the erifocus. 0 ω 360 z x ω Satellite orbit y ω z ω W Q K P Origin I Ω ω J ι y Equatorial Plane x (Vernal equinox) Fig. 4. Satellite Orbit Orientation in the Right Ascension-Declination Coordinate System Conversions Conversion from the [P, Q, W] tothe[i, J, K] coordinate system is as follows: " # " #" #" #" # P cos ω sin ω cos Ω sin Ω 0 I Q = sin ω cos ω 0 0 cosι sin ι sin Ω cos Ω 0 J W sin ι cos ι K Conversion from the [I, J, K] tothe[p, Q, W] coordinate system is as follows: " # " #" #" #" # I cos Ω sin Ω cos ω sin ω 0 P J = sin Ω cosω 0 0 cosι sin ι sin ω cosω 0 Q K sinι cos ι W 8

10 5. Calculation of Local Siderial Time Relating an earth-fixed coordinate system to the right ascension-declination system requires the calculation of local siderial time of any oint on the earth s surface. θ g siderial time (in degrees) λ E East longitude of observer (known) θ local siderial time (in degrees) L numberofdaysinatroicalyear T u Number of Julian Centuries since 1900 J.D. Julian date U.T. Universal Time (Greenwich Mean Time and Date) t Timeofday,inseconds Local siderial time is given by θ = θ g + λ E where siderial time is given by θ g = θ g0 + t dθ dt θ g0 = ( T u Tu 2 ) dθ dt = /sec 240 L L = T u days J.D T u = J.D. = Number of days since Jan 0,

11 z Greenwich Meridian Local meridian x (Vernal Equinox) Origin λe θ g θ y Equatorial Plane Fig. 5. Siderial time and Local Siderial time Examle What is the local siderial time at Wantig, West Antigua (λ E = ) at U.T. of 1962 October 12 day 10 hr 15 min 30 sec. Ste 1: Calculate J.D. and t J. D.= to Jan 0, to Jan 0, to Oct 0, to Oct 1, to Oct 12, 1962 = days t = 10 hr 15 min 30 sec = 36930sec Ste 2: Calculate T u T u = Ste 3: Calculate L Ste 4: Calculate dθ / dt L = dθ dt = /sec 10

12 Ste 5: Calculate θ g0 θ g0 = Ste 6: Calculate θ g θ g = Ste 7: Calculate θ θ = = mod 360 Therefore, local siderial time is θ = Azimuth-Elevation Coordinate System The Azimuth-elevation coordinate system laces a oint on the surface of the earth (observer) at the origin of the coordinate system. The coordinate system is fixed with reference to the earth, and therefore, rotates as the earth rotates. In this coordinate system, the osition of any object is described by the following three quantities: h (Elevation) Angular elevation of an object above the observer s horizon. 90 h 90 A (Azimuth) The angle from the North to the object s meridian, measured in the observer s horizontal lane. 0 A 360 ρ h (Slant Range) Distance between the object and the observer. z Zenith y East h Object North A Origin h ρ h x South h Observer s Horizontal Plane West Fig. 6. Azimuth-Elevation Coordinate System 11

13 7. Conversions In this section, we give the transformations between the three coordinate systems discussed in revious sections. Calculation of certain arameters require that the satellite and/or observer (ground station) be in one of the coordinate systems. For examle, antenna direction and erformance comutation can be best done if the satellite osition is reresented in the azimuth-elevation coordinate system. Footrint calculation is best done when the satellite is reresented in the latitude-longitude-altitude coordinate system. We have already discussed how to reresent the satellite osition in the right ascension-declination system. Therefore, in this section, we give transformations between this system and the others From Right Ascension-Declination to Azimuth-Elevation Given satellite coordinates [x, y, z] (or[α, δ, r]) in the right ascension-declination system, and ground station coordinates [φ, λ E, H, t] to comute the satellites azimuth-elevation coordinates with resect to the ground-station: [A, h, ρ h ]. Satellite Coordinates x, y, z satellite s coordinates in the right ascension-declination system Note: If the satellite s coordinates are given in the form [α, δ, r], conversion to the [x, y, z] formcanbe done as in Section 3. Ground-station coordinates φ Station s geodetic latitude λ E Station s east longitude H Station s elevation above sea-level t Universal time (U.T.) Azimuth-Elevation coordinates A Azimuth angle of satellite from ground station h Elevation angle of satellite from ground station ρ h Distance between ground station and satellite First, comute station s siderial time θ,fromλ E and t, as shown in Section 5. Next, comute G 1 = G 2 = a e 1 (2f f 2 )sin 2 φ + H a e (1 f ) 2 1 (2f f 2 )sin 2 φ + H x o = G 1 cos φ cos θ y o = G 1 cos φ sin θ z o = G 2 sin φ ρ x = x x o ρ y = y y o ρ z = z z o Distance between satellite and ground station is therefore, given by 12

14 " # Lxh L yh = L zh Elevation can be comuted from q ρ h = ρx 2 + ρy 2 + ρz 2 " sin φ cos θ sin φ sin θ cos φ sin θ cos θ 0 cos θ cos φ sin θ cos φ sin φ sin h = L q zh cos h = 1 L zh 2 #" ρx / ρ ρ y / ρ ρ z / ρ # and Azimuth from L yh sin A = q 1 L zh 2 cos A = L xh q 1 L 2 zh 7.2. From Azimuth-Elevation to Right Ascension-Declination Given satellite coordinates [A, h, ρ h ] in the azimuth-elevation coordinate system with resect to the ground station with coordinates [φ, λ E, H, t], to comute the satellite s coordinates: [x, y, z] (or[α, δ, r]) in the right ascension-declination system. Satellite Coordinates [A, h, ρ h ] satellite s coordinates in the azimuth-elevation coordinate system A Azimuth angle of satellite from ground station h Elevation angle of satellite from ground station ρ h Distance between ground station and satellite Ground-station coordinates φ Station s geodetic latitude λ E Station s east longitude H Station s elevation above sea-level t Universal time (U.T.) Right Ascension-Declination coordinates [x, y, z] satellite s coordinates in the right ascension-declination coordinate system. These can be converted to [α, δ, r]asinsection3. First, comute station s siderial time θ,fromλ E and t, as shown in Section 5. Next, comute L xh = cos A cos h L yh = sin A cos h L zh = sin h G 1 = a e 1 (2f f 2 )sin 2 φ + H 13

15 a e (1 f ) 2 G 2 = 1 (2f f 2 )sin 2 φ + H x o = G 1 cos φ cos θ y o = G 1 cos φ sin θ z o = G 2 sin φ " # Lx " sin φ cos θ sin φ sin θ #" # cos φ Lxh L y = sin θ cos θ 0 L yh L z cos θ cos φ sin θ cos φ sin φ L zh ρ x = ρ h L x ρ y = ρ h L y ρ z = ρ h L z The satellite coordinates are then, given by x = ρ x + x o y = ρ y + y o z = ρ z + z o 7.3. From Right Ascension-Declination to Latitude-Longitude-Altitude Given the satellite s coordinates [x, y, z] (orequivalently, [α, δ, r]) in the right ascension-declinationcoordinate, and the universal time (U.T.), comute its osition in the latitude-longitude-altitude coordinate system. Right Ascension-Declination Coordinates x, y, z satellite s rectangular coordinates in the right ascension-declination coordinate system. Note: If the satellite s coordinates are given in the [α, δ, r] form, they may be converted to this form as in Section 3. Latitude-Longitude-Altitude Coordinates U.T. Universal time (U.T.) (GMT and date.) φ Satellite s geodetic latitude λ E Satellite s east longitude H Satellite s altitude above sea-level First, comute siderial time θ g from the Universal Time (U.T.) as in Section 5. Next, comute α from the following equations sin α = cos α = y x 2 + y 2 x x 2 + y 2 Then, comute the satellite s east longitude as λ E = α θ g mod

16 Next, comute φ and H from the following iterative algorithm: (i) Ste 1: Comute r and δ ( 90 δ 90 ) from r = sin δ = z r q x 2 + y 2 + z 2 cos δ = x 2 + y 2 r Set φ 0 0 = δ, k = 0. (ii) Ste 2: s 1 (2f f r c,k = a 2 ) e 1 (2f f 2 )cos 2 φk 0 φ k = tan 1 1 (1 f ) 2 tan φ k 0, 90 φ k 90 q H k = r 2 r c,k 2 sin2 (φ k φk 0 ) r c,k cos(φ k φk 0 ) φk+1 0 = δ Hk sin 1 r sin(φ k φk 0 ) (iii) Ste 3: If jφ k+1 0 φ k 0 j jφk+1 0 j < 10 5,thengotoSte(iv).Otherwise,setk k + 1 and go to Ste (ii). (iv) Ste 4: Set H = H k φ = tan 1 1 (1 f ) 2 tan φ k+1 0, 90 φ From Latitude-Longitude-Altitude to Right Ascension-Declination Given the satellite s coordinates [φ, λ E, H, t] in the latitude-longitude-altitude coordinate system, comute its [x, y, z] coordinates in the right ascension-declination coordinate. Latitude-Longitude-Altitude Coordinates t Universal time (U.T.) (GMT and date.) φ Satellite s geodetic latitude λ E Satellite s east longitude H Satellite s altitude above sea-level Right Ascension-Declination Coordinates [α, δ, r] satellite s coordinates in the right ascension-declination coordinate system. Note: Once the satellite s [α, δ, r] coordinates are found, they may be converted into the [x, y, z][α, δ, r] form as in Section 3. 15

17 First, comute siderial time θ g from the Universal Time (t) as in Section 5. Also, comute the satellite s geocentric latitude φ 0 from its geodetic latitude φ as in Section 2. Next, comute h i a 2 rc 2 e 1 (2f f 2 ) = 1 (2f f 2 )cos 2 φ q 0 r = rc 2 + H 2 + 2r c H cos(φ φ 0 ) α = θ g (360 λ E ), 0 α 360 δ = φ 0 + sin 1 H r sin(φ φ 0 ), 90 δ Ground-Station Comutations In this section, we discuss various arameters related to antenna adjustments from the ground station Satellite Visibility To check whether the satellite is visible (above the local horizon) from the osition of the ground-station, comute satellite coordinates in the azimuth-elevation coordinate system with the ground-station at the reference. If the angle of elevation is ositive, the satellite is visible, and this angle gives the angle of elevation of the satellite above the horizontal at that oint. If, on the other hand, the angle is negative, then the satellite is not visible from this ground-station at the current time Antenna Direction and Range of Satellite To comute the directionin which to oint the antenna, simly comute the satellite s coordinates in the azimuth-elevation system with the ground-station as the origin. The azimuth and elevation angles give the direction in which, to oint the antenna. The distance of the satellite is given by the third coordinate Antenna Misdirection Let the osition of a satellite in the azimuth-elevation coordinate system with the ground station at the reference be [A, h, ρ h ]. Let the antenna at the ground station be ointed in the direction: Azimuth A 0 and elevation h 0. To calculate the antenna mismatch angle, ε, which is the angular dislacement between the antenna direction and the satellite direction, roceed as follows: S x = cos A cos h S y = sin A cos h S z = sin h S 0 x = cos A0 cos h 0 S 0 y = sin A 0 cos h 0 S 0 z = sin h 0 Comute ε from cos ε = S x S 0 x + S ys 0 y + S zs 0 z 0 ε

18 9. Satellite Comutations In this section, we discuss various arameters related to the satellite s ositioning with reference to the earth Satellite Position and Altitude To comute the location on the earth s surface (latitude and longitude) over which, the satellite is directly overhead, simly comute the satellite s osition in the latitude-longitude-altitude coordinate system. The satellite s altitude is given by the third coordinate Footrint radius Let the satellite s osition be secified in the latitude-longitude-altitude coordinate system as [φ, λ E, H ]. Given an angle γ, the satellite footrint radius r f is the maximum distance (along the earth s surface) from the coordinate [φ, λ E ] at which, the angle of elevation of the satellite is no less than γ. (Therefore, the footrint of the satellite consists of all those oints on the earth surface where the antenna elevation required will be γ or more.) We comute r f as follows: c e = a e 1 f 2 β = cos 1 ce cos γ H + c e 2π r f = c e 360 β γ, 0 β 90 References 1. Methods of Orbit Determination, Pedro Ramon Escobal, John Wiley and Sons, New York,