?? direct.m
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function [lat2,lon2,h2]=direct(lat1,lon1,h1,az,va,d,a,e2)% DIRECT Computes direct (forward) geodetic problem.% Determines coordinates of 2nd stations given% coordinates of and azimuth, vertical angle and% distance from 1st station. If az,va are local% astronomic, lat,lon must be astronomic. If az,va% are local geodetic, lat,lon must be geodetic.% Non-vectorized. See also INVERSE.% Version: 10 Oct 96% Useage: [lat2,lon2,h2]=direct(lat1,lon1,h1,az,va,d,a,e2)% Input: lat1 - ellipsoidal latitude of 1st station (rads)% lon1 - ellipsoidal longitude of 1st station (rads)% h1 - ellipsoidal ht. of 1st station (m)% az - azimuth from station 1 to 2 (rads)% va - vertical angle from 1 to 2 (rads)% d - distance from 1 to 2 (m)% a - major semi-axis of ref. ell. (m)% e2 - eccentricity squared of ref. ell.% Output: lat2 - ellipsoidal latitude of 2nd station (rads)% lon2 - ellipsoidal longitude of 2nd station (rads)% h2 - ellipsoidal ht. of 2nd station (m)[X1,Y1,Z1]=ell2xyz(lat1,lon1,h1,a,e2);[dx,dy,dz]=sph2xyz(az,va,d);[dX,dY,dZ]=lg2ct(dx,dy,dz,lat1,lon1);X2=X1+dX;Y2=Y1+dY;Z2=Z1+dZ;[lat2,lon2,h2]=xyz2ell(X2,Y2,Z2,a,e2);
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