Changeset 1555 for trunk/doc/pslib/psLibADD.tex
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trunk/doc/pslib/psLibADD.tex
r1554 r1555 1 %%% $Id: psLibADD.tex,v 1.2 5 2004-08-17 01:56:41 eugene Exp $1 %%% $Id: psLibADD.tex,v 1.26 2004-08-17 03:09:16 price Exp $ 2 2 \documentclass[panstarrs]{panstarrs} 3 3 … … 450 450 451 451 \paragraph{Non-linear Fitting: Levenberg-Marquardt Method} 452 453 \TBD{describe LMM for psMinimize and psMinimizeChi2}454 452 455 453 For models in which the system of equations defined by the partial … … 523 521 \end{center} 524 522 523 524 \paragraph{Non-linear fitting: Powell's method} 525 526 Powell's method is a type of ``Direction Set'' methods in 527 multi-dimensions for finding a local minimum. Given a starting point 528 (the ``best guess'' for the minimum) and a set of direction vectors, a 529 direction set method advances in the direction of the vectors, 530 determines a new direction vector by some method, and proceeds in this 531 manner until the advances along the vectors are smaller than some 532 pre-defined tolerance. Such direction set methods, including Powell's 533 Quadratically Convergent method are discussed in NR\S10.5. 534 535 We will use for our algorithm the modified version of Powell's 536 Quadratically Convergent Method, which is described below, adapted 537 from NR. 538 539 \begin{enumerate} 540 \item Given a function in $N$ dimensions to minimize, $f$, and a best 541 guess for the minimum, point $P$ in $N$ dimensions, take an initial 542 set of $N$ vectors, $v_i$, to be the unit vectors. 543 \item Set point $Q = P$. 544 \item For each dimension in turn, move $Q$ \textit{only} in the 545 direction $v_i$ to minimize the function of interest. 546 \item Set vector $u = Q - P$. 547 \item Move $Q$ \textit{only} in the direction $u$ 548 \item Replace the vector along which the largest minimization was 549 made, $v_{i,\rm max}$, with $u$, except under either of the 550 following circumstances: 551 \begin{itemize} 552 \item If $f_QP \ge f_P$, then there is no point in keeping the new 553 vector, because there is no further minimization to be made in 554 that direction. 555 \item If $2 ( f_P - 2f_Q + f_{QP} ) \left[ ( f_P - f_Q ) - 556 \Delta_{\rm max} \right]^2 \ge ( f_P - f_{QP} )^2 \Delta_{\rm max}$, 557 then either the decrease in the function was not due to any single 558 direction, or we are close to the minimum. 559 \end{itemize} 560 where $f_P = f(P)$, $f_Q = f(Q)$, $f_{QP} = f(2Q - P)$, and 561 $\Delta_{\rm max} \ge 0$ is the magnitude of the minimization made 562 along $v_{i,\rm max}$. 563 \item Set $P$ to $Q$. 564 \item Return to step 3 until the change in this last move is less 565 than some specified tolerance, or a maximum number of iterations 566 has been reached. 567 \end{enumerate} 568 569 In regards to minimizing the function only in a particular direction, 570 we shall adopt, as NR recommends, bracketing the minimum before 571 applying Brent's method, \tbd{which will be specified in detail 572 later}. 573 574 525 575 %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% 526 576 … … 644 694 645 695 Correct time representation is critical in astronomical software. 646 PSLib uses the \code{psTime} structure to represent all time values. 647 This structure represents a time which is consists of seconds and 648 fractions of seconds in a time system defined by the \code{psTimeType} 649 element \code{type}. Two possible time systems are currently 650 available: TAI and UTC. Both are defined in terms of the reference 651 epoch 1970-01-01T00:00:00Z, but with minor modifications for 652 leap-seconds as needed. The first represenatation, TAI (International 653 Atomic Time), has seconds of uniform length and no leap seconds. The 654 exact zero reference is 1970/01/01,00:00:10 UTC. The second 655 representations is UTC, which has seconds of uniform length and 656 leap-seconds as needed to adjust it to remain within 0.9 seconds of 657 the Earth's rotation. It has a zero-point of exactly 658 1970/01/01,00:00:00 UTC. 696 PSLib uses the \code{psTime} structure to represent all time 697 values. This structure represents a time which is equivalent to TAI 698 (International Atomic Time) and has the following properties: 699 \begin{itemize} 700 \item it represents both seconds and microseconds 701 \item the seconds are continuous (no leap seconds) 702 \item the zero reference point is \tbd{1970/01/01,00:00:10} UTC. 703 \end{itemize} 659 704 660 705 Julian Day (JD) and Modified Julian Day (MJD) are both continuous time … … 713 758 \end{verbatim} 714 759 715 The conversion from a time and longitude to local mean sidereal time716 is performed using the SLA Lib function \code{sla_GMST}. This717 function requires the value $\Delta$ UT1 = UTC - UT1. The value of718 $\Delta$ UT1 may be determined from the following site in real time:719 720 \code{ftp://maia.usno.navy.mil/ser7/ser7.dat}721 722 In addition, the long-term values may be determined from the table723 found at: \code{ftp://maia.usno.navy.mil/ser7/finals.all}. See also724 the web page \code{http://maia.usno.navy.mil/}. The most significant725 accuracy requirements are for the current value when calculating the726 LST. For this purpose, the table above (\code{ser7.dat}), which727 provides predictions over a 2 month period, must be made available728 locally to PSLib and updated regularly.729 730 760 %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% 731 761 … … 862 892 \subsubsection{Projections} 863 893 864 We implement three types of projections: {\em zenithal}, {\em 865 cylindrical} and {\em pseudocylindrical}, each requiring slightly 866 different handling. Our representations are based on the treatment of 867 projections presented by 894 The following information is from 868 895 \href{http://www.cv.nrao.edu/fits/documents/wcs/wcs.all.ps}{Greisen \& 869 Calabretta (1995, ADASS, 4, 233)}. In all of these projections, we 870 are converting from a spherical coordinate $\alpha,\delta$ to a linear 871 (2-D) coordinate $x_p,y_p$. The projection is defined by the 872 projection type, the projection center ($\alpha_p, \delta_p$) and the 873 the plate scales in the $x_p$ and $y_p$ directions ($\rho_x,\rho_y$). 874 875 In the structure, \code{psProjection}, the projection type is defined 876 by the element \code{type}, the projection center $\alpha_p,\delta_p$ 877 is defined by the elements \code{R,D}, and the plate scales, 878 $\rho_x,\rho_y$, are defined by the elements \code{Xs,Ys}. The plate 879 scales are applied independently to the $x$ and $y$ coordinates to 880 convert them to the corresponding linear units (ie, pixels): 881 % 882 \begin{eqnarray} 883 x_p & = & \rho_x x \\ 884 y_p & = & \rho_y y \\ 885 \end{eqnarray} 886 % 887 In the discussions below, we ignore this last step (or first step, 888 depending on the direction of the conversion). 889 890 \paragraph{Zenithal Projections} 891 892 The {\em zenithal} projections are defined relative to a set of 893 spherical coordinates with pole at the center of the projection 894 ($\alpha_p, \delta_p$), and which thus represents a coordinate system 895 rotated relative to the coordinate system of $\alpha, \delta$. In 896 this spherical coordinate system, the coordinate of longitude is 897 labeled $\phi$, and has domain of $-\pi < \phi \le \pi$, while the 898 latitude, measured from the pole, is labeled $\theta$ and has domain 899 $0 \le \theta \le \pi$. 900 901 For an arbitrary projection center, it is necessary to convert the 902 spherical coordinates to be projected ($\alpha,\delta$) to the 903 projection spherical coordinate system coordinates ($\phi, \theta$). 904 In practice, we construct the following useful trigonometric 905 relationships between $\phi$ and $\theta$ which may be employed in the 906 equations of $x,y$ below: 907 % 908 \begin{eqnarray} 909 \sin \theta & = & \sin \delta \sin \delta_p + \cos \delta \cos \delta_p \cos (\alpha - \alpha_p) \\ 910 \cos \theta \cos \phi & = & \sin \delta \cos \delta_p - \cos \delta \sin \delta_p \cos (\alpha - \alpha_p) \\ 911 \cos \theta \sin \phi & = & - \cos \delta \sin (\alpha - \alpha_p) 912 \end{eqnarray} 913 % 914 For the inverse transformations, the equivalent relationships are: 915 % 916 \begin{eqnarray} 917 \sin \delta & = & \sin \theta \sin \delta_p + \cos \theta \cos \delta_p \cos \phi \\ 918 \cos \delta \cos (\alpha - \alpha_p) & = & \sin \theta \cos \delta_p - \cos \theta \sin \delta_p \cos \phi \\ 919 \cos \delta \sin (\alpha - \alpha_p) & = & - \cos \theta \sin (\phi - \phi_p) 920 \end{eqnarray} 921 % 922 For zenithal projections, the linear coordinates are related to 923 $\phi,\theta$ by: 924 % 925 \begin{eqnarray} 926 x & = & R_\theta \sin \phi \\ 927 y & = & -R_\theta \cos \phi 928 \end{eqnarray} 929 % 930 and the inverse: 931 % 932 \begin{eqnarray} 933 R_\theta & = & \sqrt{x^2 + y^2} \\ 934 \phi & = & {\rm arg} (-y,x) 935 \end{eqnarray} 936 % 937 The coordinates $x,y$ above are defined to be in angular units (ie, 938 radians). 939 940 From these relationships, we can calculate $\alpha, \delta$ as: 941 % 942 \begin{eqnarray} 943 \alpha - \alpha_p & = & \arctan (\sin \alpha, \cos \alpha) \\ 944 \delta & = & \arcsin (\sin \delta) \\ 945 \end{eqnarray} 946 % 947 Note that if $(x,y) = (0,0)$, then $\alpha = \alpha_p, \delta = \delta_p$. 948 949 \subparagraph{Gnomonic} 950 951 The Gnomonic projection (``TAN'') is a zenithal projection with 952 $R_\theta = \cot \theta$. The resulting relationships for $(x,y)$ and 953 for $\sin \theta, \cos \theta$ are: 954 955 \begin{eqnarray} 956 x & = & \frac{\cos \theta \sin \phi}{\sin \theta} \\ 957 y & = & \frac{-\cos \theta \cos \phi}{\sin \theta} \\ 958 \sin \theta & = & \zeta / \sqrt{1 + \zeta^2} \\ 959 \cos \theta & = & 1 / \sqrt{1 + \zeta^2} \\ 960 \end{eqnarray} 961 962 where $\zeta = 1 / R_\theta$. 963 964 \subparagraph{Orthographic} 965 966 The Orthographic projection (``SIN'') is a zenithal projection with 967 $R_\theta = \cos \theta$. The resulting relationships for $(x,y)$ and 968 for $\sin \theta, \cos \theta$ are: 969 970 \begin{eqnarray} 971 x & = & \cos \theta \sin \phi \\ 972 y & = & -\cos \theta \cos \phi \\ 973 \sin \theta & = & \sqrt{1 - R_\theta^2} \\ 974 \cos \theta & = & R_\theta \\ 975 \end{eqnarray} 976 977 \paragraph{Cylindrical and Pseudocylindrical Projections} 978 979 The {\em cylindrical} and {\em pseudocylindrical} projections are 980 defined relative to a set of cylindrical coordinates whose pole is 981 coincident with the pole of the spherical coordinates. These 982 projections are particularly used for full-sky representations, and 983 are only defined for projection centers with $\delta_p = 0$. In this 984 spherical coordinate system, the coordinate of longitude is labeled 985 $\phi$, and has domain of $-\pi < \phi \le \pi$, while the latitude, 986 measured from the pole, is labeled $\theta$ and has domain $0 \le 987 \theta \le \pi$. The projection center longitude, $\alpha_p$ 988 corresponds to $\phi = 0$, thus the value of $\phi$ is determined as 989 $\alpha - \alpha_p$ for all such projections. 990 991 \subparagraph{Cartesian} 992 993 The Cartesian projection (``CAR'') is a very simple cylindrical 994 projection with the following relationships between $x,y$ and 995 $\phi,\theta$: 896 Calabretta (1995, ADASS, 4, 233)}. 897 898 Let the latitude be $\phi$ and the longitude $\theta$. The domains of 899 these are $-\pi < \phi \le \pi$ and $-\pi/2 \le \theta \le \pi/2$. 900 901 For zenithal projections (e.g.\ Gnomonic and Orthographic) the 902 following hold: 903 904 \begin{eqnarray} 905 x & = & R \sin (\phi) \\ 906 y & = & -R \cos (\phi) 907 \end{eqnarray} 908 909 and 910 911 \begin{eqnarray} 912 R & = & \sqrt{x^2 + y^2} \\ 913 \phi & = & {\rm arg} (-y,x) 914 \end{eqnarray} 915 916 \paragraph{Gnomonic} 917 918 The Gnomonic projection (``TAN'') is a zenithal projection. 919 920 \begin{eqnarray} 921 R & = & \cot (\theta) 180^\circ/\pi \\ 922 \theta & = & \arctan (180^\circ/(\pi R)) 923 \end{eqnarray} 924 925 \paragraph{Orthographic} 926 927 The Orthographic projection (``SIN'') is a zenithal projection. 928 929 \begin{eqnarray} 930 R & = & \cos (\theta) 180^\circ/\pi \\ 931 \theta & = & \arccos (\pi R / 180^\circ) 932 \end{eqnarray} 933 934 \paragraph{Cartesian} 935 936 The Cartesian projection (``CAR'') is a very simple cylindrical projection. 996 937 997 938 \begin{eqnarray} … … 1000 941 \end{eqnarray} 1001 942 1002 \ subparagraph{Mercator}943 \paragraph{Mercator} 1003 944 1004 945 The Mercator projection (``MER'') is a cylindrical projection. … … 1006 947 \begin{eqnarray} 1007 948 x & = & \phi \\ 1008 y & = & \ln \left( \tan ( \pi/4 + \theta/2) \right)\\1009 {\rm and}\hspace{1cm} \theta & = & 2 \arctan \left( e^ y \right) - \pi/21010 \end{eqnarray} 1011 1012 \ subparagraph{Hammer-Aitoff}1013 1014 The Hammer-Aitoff projection (``AIT'') is a pseudocylindrical projection, and is defined:1015 1016 \begin{eqnarray} 1017 x & = & 2 \ zeta \cos \theta \sin \frac{\phi}{2}\\1018 y & = & \ zeta \sin \theta \\1019 {\rm where}\hspace{1cm} \ zeta^{-1} & \equiv & \sqrt{\frac{1}{2}\left(1 + \cos \theta \cos \frac{\phi}{2} \right)}949 y & = & \ln \left( \tan (45^\circ + \theta/2) \right) 180^\circ/\pi \\ 950 {\rm and}\hspace{1cm} \theta & = & 2 \arctan \left( e^{y\pi/180^\circ} \right) - 90^\circ 951 \end{eqnarray} 952 953 \paragraph{Hammer-Aitoff} 954 955 The Hammer-Aitoff projection is a general projection, and is defined: 956 957 \begin{eqnarray} 958 x & = & 2 \alpha \cos (\theta) \sin (\phi/2) \\ 959 y & = & \alpha \sin \theta \\ 960 {\rm where}\hspace{1cm} \alpha^{-1} & \equiv & (180^\circ/\pi) \sqrt{\left(1 + \cos (\theta) \cos (\phi/2) \right) / 2} 1020 961 \end{eqnarray} 1021 962 … … 1023 964 1024 965 \begin{eqnarray} 1025 \phi & = & 2 {\rm \arctan} (2z^2 - 1, x z) \\ 1026 \theta & = & \arcsin (yz) \\ 1027 {\rm where}\hspace{1cm} z & \equiv & \sqrt{1 - (x/2)^2 - y^2} 1028 \end{eqnarray} 1029 1030 \subparagraph{Parabolic} 1031 1032 The Parabolic projection (``PAR'') is a pseudocylindrical projection, and is defined: 1033 1034 \begin{eqnarray} 1035 x & = & \phi \left( 2 \cos \frac{2 \theta}{3} - 1 \right) \\ 1036 y & = & \pi \sin \frac{\theta}{3} \\ 1037 \end{eqnarray} 1038 1039 And in reverse: 1040 1041 \begin{eqnarray} 1042 \theta & = & 3 \sin^{-1} \rho \\ 1043 \phi & = & \frac{x}{1 - 4\rho^2} \\ 1044 {\rm where}\hspace{1cm} \rho & \equiv & y/\pi \\ 966 \phi & = & 2 {\rm arg} (2z^2 - 1, xz \pi/360^\circ) \\ 967 \theta & = & \arcsin (yz\pi/180^\circ) \\ 968 {\rm where}\hspace{1cm} z & \equiv & \sqrt{1 - (x\pi/720^\circ)^2 - (y\pi/360^\circ)^2} 1045 969 \end{eqnarray} 1046 970
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