├── taboo.f90 ├── DOC ├── TABOO-theory.pdf └── TABOO_User_Guide.pdf ├── EXAMPLES ├── complex_e31.dat ├── complex_e31v.dat ├── load_coeff_e21v.dat ├── load_coeff_e21.dat ├── h_e22.dat ├── k_e22.dat ├── l_e22.dat ├── taboo_e22.log ├── taboo_e21.log ├── stokes_e22.pro ├── stoked_e22.pro ├── disp_e21v.his ├── rate_e21v.his ├── task_1_ex01.dat ├── disp_e21.pro ├── rate_e21.pro ├── k_e21.dat ├── l_e21.dat ├── task_3_ex01.dat ├── task_3_ex01v.dat └── task_3_ex02.dat ├── README.md ├── prem1.dat ├── prem200.dat ├── task_1.dat ├── external_h.dat ├── external_l.dat └── task_3.dat /taboo.f90: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/danielemelini/TABOO/HEAD/taboo.f90 -------------------------------------------------------------------------------- /DOC/TABOO-theory.pdf: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/danielemelini/TABOO/HEAD/DOC/TABOO-theory.pdf -------------------------------------------------------------------------------- /DOC/TABOO_User_Guide.pdf: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/danielemelini/TABOO/HEAD/DOC/TABOO_User_Guide.pdf -------------------------------------------------------------------------------- /EXAMPLES/complex_e31.dat: -------------------------------------------------------------------------------- 1 | 3 2 | 10 0 4 3 | 270.0 25.0 15.0 4 | 2000.0 5 | 18.0 90.0 10.0 3 6 | 20 0 4 7 | 20.0 25.0 8.0 8 | 1000.0 9 | 18.0 90.0 10.0 2 10 | 10 0 3 11 | 0.0 180.0 20.0 12 | 700.0 13 | 18.0 12.0 14 | -------------------------------------------------------------------------------- /EXAMPLES/complex_e31v.dat: -------------------------------------------------------------------------------- 1 | 3 2 | 10 1 4 3 | 270.0 25.0 15.0 4 | 2000.0 5 | 18.0 90.0 10.0 3 6 | 20 1 4 7 | 20.0 25.0 8.0 8 | 1000.0 9 | 18.0 90.0 10.0 2 10 | 10 1 3 11 | 0.0 180.0 20.0 12 | 700.0 13 | 18.0 12.0 14 | -------------------------------------------------------------------------------- /README.md: -------------------------------------------------------------------------------- 1 | # TABOO 2 | TABOO - a posT glAcial reBOund calculatOr 3 | 4 | TABOO is a Fortran program for solving various problems in the context of postglacial rebound modeling. Its main functions are: i) computing loading and tidal Love numbers in normal-mode multi-exponential form; ii) simulating the time-dependent response of the Earth to a simple surface load; iii) obtaining the cumulated response of the Earth to a complex aggregate of surface loads. 5 | 6 | # Building 7 | 8 | TABOO does not depend on any external software package. It has been tested with recent versions of the GNU gfortran compiler, but in principle it should be possible to compile it with any Fortran compiler supporting the quadruple-precision arithmetic (`REAL*16`). While not strictly required, the [Generic Mapping Tools](https://www.generic-mapping-tools.org/) and/or [Gnuplot](http://www.gnuplot.info/) may be helpful to visualize results obtained with TABOO. 9 | 10 | To build TABOO with the gfortran compiler, just type 11 | 12 | $ gfortran -O taboo.f90 -o taboo.exe 13 | 14 | On Windows systems, TABOO can be compiled with gfortran either within the [Cygwin environment](http://cygwin.com) or the Windows Subsystem for Linux (WSL). 15 | 16 | # Documentation 17 | 18 | A user manual and a theory booklet describing the mathematical foundation of TABOO are both available inside the `doc/` directory. 19 | -------------------------------------------------------------------------------- /EXAMPLES/load_coeff_e21v.dat: -------------------------------------------------------------------------------- 1 | ######################################## 2 | # AXIS SYMMETRIC load of type = 20 3 | # degree & load (kg/m**2) 4 | 0 0.23624760E+05 5 | 2 0.11334086E+06 6 | 3 0.15217608E+06 7 | 4 0.18489036E+06 8 | 5 0.21025530E+06 9 | 6 0.22739465E+06 10 | 7 0.23582264E+06 11 | 8 0.23546209E+06 12 | 9 0.22664122E+06 13 | 10 0.21006990E+06 14 | 11 0.18679646E+06 15 | 12 0.15814797E+06 16 | 13 0.12565719E+06 17 | 14 0.90980407E+05 18 | 15 0.55810707E+05 19 | 16 0.21791419E+05 20 | 17 -.95656211E+04 21 | 18 -.36952647E+05 22 | 19 -.59325676E+05 23 | 20 -.75948399E+05 24 | 21 -.86418252E+05 25 | 22 -.90673702E+05 26 | 23 -.88982839E+05 27 | 24 -.81914438E+05 28 | 25 -.70293596E+05 29 | 26 -.55144870E+05 30 | 27 -.37626487E+05 31 | 28 -.18959611E+05 32 | 29 -.35680855E+03 33 | 30 0.17046169E+05 34 | 31 0.32251525E+05 35 | 32 0.44450186E+05 36 | 33 0.53059629E+05 37 | 34 0.57747017E+05 38 | 35 0.58436803E+05 39 | 36 0.55302897E+05 40 | 37 0.48746393E+05 41 | 38 0.39360695E+05 42 | 39 0.27886546E+05 43 | 40 0.15160010E+05 44 | 41 0.20567713E+04 45 | 42 -.10563753E+05 46 | 43 -.21911110E+05 47 | 44 -.31310219E+05 48 | 45 -.38238878E+05 49 | 46 -.42354374E+05 50 | 47 -.43507948E+05 51 | 48 -.41746618E+05 52 | 49 -.37302693E+05 53 | 50 -.30572019E+05 54 | 51 -.22082712E+05 55 | 52 -.12456622E+05 56 | 53 -.23661963E+04 57 | 54 0.75104070E+04 58 | 55 0.16533067E+05 59 | 56 0.24139583E+05 60 | 57 0.29879279E+05 61 | 58 0.33438405E+05 62 | 59 0.34655945E+05 63 | 60 0.33529136E+05 64 | 61 0.30208627E+05 65 | 62 0.24983909E+05 66 | 63 0.18260213E+05 67 | 64 0.10528622E+05 68 | 65 0.23314894E+04 69 | 66 -.57744614E+04 70 | 67 -.13254928E+05 71 | 68 -.19632323E+05 72 | 69 -.24515438E+05 73 | 70 -.27622658E+05 74 | 71 -.28797419E+05 75 | 72 -.28015079E+05 76 | -------------------------------------------------------------------------------- /EXAMPLES/load_coeff_e21.dat: -------------------------------------------------------------------------------- 1 | ######################################## 2 | # AXIS SYMMETRIC load of type = 10 3 | # degree & load (kg/m**2) 4 | 0 0.35437141E+05 5 | 2 0.16823238E+06 6 | 3 0.22341656E+06 7 | 4 0.26731957E+06 8 | 5 0.29784503E+06 9 | 6 0.31364822E+06 10 | 7 0.31420653E+06 11 | 8 0.29984125E+06 12 | 9 0.27168991E+06 13 | 10 0.23163103E+06 14 | 11 0.18216608E+06 15 | 12 0.12626622E+06 16 | 13 0.67193144E+05 17 | 14 0.83052331E+04 18 | 15 -.47139405E+05 19 | 16 -.96170913E+05 20 | 17 -.13627557E+06 21 | 18 -.16553366E+06 22 | 19 -.18271938E+06 23 | 20 -.18735727E+06 24 | 21 -.17973236E+06 25 | 22 -.16085414E+06 26 | 23 -.13237726E+06 27 | 24 -.96484557E+05 28 | 25 -.55740180E+05 29 | 26 -.12922455E+05 30 | 27 0.29152916E+05 31 | 28 0.67808128E+05 32 | 29 0.10066618E+06 33 | 30 0.12579145E+06 34 | 31 0.14179966E+06 35 | 32 0.14793076E+06 36 | 33 0.14408095E+06 37 | 34 0.13079257E+06 38 | 35 0.10920328E+06 39 | 36 0.80958495E+05 40 | 37 0.48093350E+05 41 | 38 0.12892311E+05 42 | 39 -.22264248E+05 43 | 40 -.55056394E+05 44 | 41 -.83373859E+05 45 | 42 -.10544867E+06 46 | 43 -.11996295E+06 47 | 44 -.12612538E+06 48 | 45 -.12371199E+06 49 | 46 -.11306918E+06 50 | 47 -.95079518E+05 51 | 48 -.71093226E+05 52 | 49 -.42830256E+05 53 | 50 -.12260008E+05 54 | 51 0.18533176E+05 55 | 52 0.47489686E+05 56 | 53 0.72710251E+05 57 | 54 0.92578670E+05 58 | 55 0.10586381E+06 59 | 56 0.11179452E+06 60 | 57 0.11010294E+06 61 | 58 0.10103381E+06 62 | 59 0.85319838E+05 63 | 60 0.64125040E+05 64 | 61 0.38960448E+05 65 | 62 0.11578099E+05 66 | 63 -.16149365E+05 67 | 64 -.42355316E+05 68 | 65 -.65303483E+05 69 | 66 -.83501828E+05 70 | 67 -.95798543E+05 71 | 68 -.10145404E+06 72 | 69 -.10018447E+06 73 | 70 -.92174327E+05 74 | 71 -.78057547E+05 75 | 72 -.58868998E+05 76 | -------------------------------------------------------------------------------- /EXAMPLES/h_e22.dat: -------------------------------------------------------------------------------- 1 | # File h.dat, created by Task#2 of TABOO on 2002.10.17 time=20.30.16 2 | 2 -0.50461385E+00 3 | 3 -0.52074396E+00 4 | 4 -0.50157914E+00 5 | 5 -0.49451322E+00 6 | 6 -0.49869265E+00 7 | 7 -0.50797496E+00 8 | 8 -0.51859455E+00 9 | 9 -0.52887597E+00 10 | 10 -0.53826047E+00 11 | 11 -0.54667789E+00 12 | 12 -0.55423420E+00 13 | 13 -0.56107795E+00 14 | 14 -0.56735114E+00 15 | 15 -0.57317532E+00 16 | 16 -0.57865056E+00 17 | 17 -0.58385827E+00 18 | 18 -0.58886472E+00 19 | 19 -0.59372404E+00 20 | 20 -0.59848072E+00 21 | 21 -0.60317153E+00 22 | 22 -0.60782695E+00 23 | 23 -0.61247238E+00 24 | 24 -0.61712899E+00 25 | 25 -0.62181447E+00 26 | 26 -0.62654357E+00 27 | 27 -0.63132855E+00 28 | 28 -0.63617960E+00 29 | 29 -0.64110509E+00 30 | 30 -0.64611187E+00 31 | 31 -0.65120544E+00 32 | 32 -0.65639019E+00 33 | 33 -0.66166949E+00 34 | 34 -0.66704587E+00 35 | 35 -0.67252109E+00 36 | 36 -0.67809627E+00 37 | 37 -0.68377197E+00 38 | 38 -0.68954826E+00 39 | 39 -0.69542478E+00 40 | 40 -0.70140078E+00 41 | 41 -0.70747521E+00 42 | 42 -0.71364676E+00 43 | 43 -0.71991384E+00 44 | 44 -0.72627469E+00 45 | 45 -0.73272738E+00 46 | 46 -0.73926981E+00 47 | 47 -0.74589978E+00 48 | 48 -0.75261498E+00 49 | 49 -0.75941303E+00 50 | 50 -0.76629148E+00 51 | 51 -0.77324782E+00 52 | 52 -0.78027953E+00 53 | 53 -0.78738403E+00 54 | 54 -0.79455876E+00 55 | 55 -0.80180112E+00 56 | 56 -0.80910854E+00 57 | 57 -0.81647845E+00 58 | 58 -0.82390829E+00 59 | 59 -0.83139551E+00 60 | 60 -0.83893760E+00 61 | 61 -0.84653207E+00 62 | 62 -0.85417646E+00 63 | 63 -0.86186835E+00 64 | 64 -0.86960534E+00 65 | 65 -0.87738507E+00 66 | 66 -0.88520524E+00 67 | 67 -0.89306355E+00 68 | 68 -0.90095777E+00 69 | 69 -0.90888571E+00 70 | 70 -0.91684520E+00 71 | 71 -0.92483412E+00 72 | 72 -0.93285041E+00 73 | -------------------------------------------------------------------------------- /EXAMPLES/k_e22.dat: -------------------------------------------------------------------------------- 1 | # File k.dat, created by Task#2 of TABOO on 2002.10.17 time=20.30.16 2 | 2 -0.27205015E+00 3 | 3 -0.18919983E+00 4 | 4 -0.13691047E+00 5 | 5 -0.10847661E+00 6 | 6 -0.91675692E-01 7 | 7 -0.80432706E-01 8 | 8 -0.72102168E-01 9 | 9 -0.65502398E-01 10 | 10 -0.60059011E-01 11 | 11 -0.55458237E-01 12 | 12 -0.51506790E-01 13 | 13 -0.48073408E-01 14 | 14 -0.45062758E-01 15 | 15 -0.42402580E-01 16 | 16 -0.40036563E-01 17 | 17 -0.37919974E-01 18 | 18 -0.36016755E-01 19 | 19 -0.34297487E-01 20 | 20 -0.32737922E-01 21 | 21 -0.31317885E-01 22 | 22 -0.30020452E-01 23 | 23 -0.28831320E-01 24 | 24 -0.27738312E-01 25 | 25 -0.26730997E-01 26 | 26 -0.25800386E-01 27 | 27 -0.24938690E-01 28 | 28 -0.24139126E-01 29 | 29 -0.23395757E-01 30 | 30 -0.22703365E-01 31 | 31 -0.22057344E-01 32 | 32 -0.21453614E-01 33 | 33 -0.20888546E-01 34 | 34 -0.20358901E-01 35 | 35 -0.19861781E-01 36 | 36 -0.19394584E-01 37 | 37 -0.18954967E-01 38 | 38 -0.18540813E-01 39 | 39 -0.18150209E-01 40 | 40 -0.17781419E-01 41 | 41 -0.17432863E-01 42 | 42 -0.17103103E-01 43 | 43 -0.16790826E-01 44 | 44 -0.16494830E-01 45 | 45 -0.16214015E-01 46 | 46 -0.15947371E-01 47 | 47 -0.15693969E-01 48 | 48 -0.15452953E-01 49 | 49 -0.15223537E-01 50 | 50 -0.15004991E-01 51 | 51 -0.14796642E-01 52 | 52 -0.14597867E-01 53 | 53 -0.14408089E-01 54 | 54 -0.14226771E-01 55 | 55 -0.14053415E-01 56 | 56 -0.13887559E-01 57 | 57 -0.13728770E-01 58 | 58 -0.13576648E-01 59 | 59 -0.13430816E-01 60 | 60 -0.13290926E-01 61 | 61 -0.13156649E-01 62 | 62 -0.13027681E-01 63 | 63 -0.12903734E-01 64 | 64 -0.12784540E-01 65 | 65 -0.12669848E-01 66 | 66 -0.12559421E-01 67 | 67 -0.12453039E-01 68 | 68 -0.12350492E-01 69 | 69 -0.12251584E-01 70 | 70 -0.12156132E-01 71 | 71 -0.12063962E-01 72 | 72 -0.11974910E-01 73 | -------------------------------------------------------------------------------- /EXAMPLES/l_e22.dat: -------------------------------------------------------------------------------- 1 | # File l.dat, created by Task#2 of TABOO on 2002.10.17 time=20.30.16 2 | 2 -0.12784460E+00 3 | 3 -0.53514516E-01 4 | 4 -0.32548325E-01 5 | 5 -0.24330472E-01 6 | 6 -0.19509327E-01 7 | 7 -0.16124627E-01 8 | 8 -0.13643649E-01 9 | 9 -0.11812753E-01 10 | 10 -0.10457793E-01 11 | 11 -0.94501709E-02 12 | 12 -0.86961841E-02 13 | 13 -0.81286342E-02 14 | 14 -0.76995350E-02 15 | 15 -0.73744255E-02 16 | 16 -0.71282726E-02 17 | 17 -0.69426331E-02 18 | 18 -0.68037195E-02 19 | 19 -0.67010797E-02 20 | 20 -0.66266876E-02 21 | 21 -0.65743093E-02 22 | 22 -0.65390541E-02 23 | 23 -0.65170518E-02 24 | 24 -0.65052164E-02 25 | 25 -0.65010729E-02 26 | 26 -0.65026257E-02 27 | 27 -0.65082600E-02 28 | 28 -0.65166656E-02 29 | 29 -0.65267776E-02 30 | 30 -0.65377309E-02 31 | 31 -0.65488228E-02 32 | 32 -0.65594846E-02 33 | 33 -0.65692580E-02 34 | 34 -0.65777759E-02 35 | 35 -0.65847475E-02 36 | 36 -0.65899451E-02 37 | 37 -0.65931942E-02 38 | 38 -0.65943645E-02 39 | 39 -0.65933627E-02 40 | 40 -0.65901266E-02 41 | 41 -0.65846203E-02 42 | 42 -0.65768292E-02 43 | 43 -0.65667571E-02 44 | 44 -0.65544226E-02 45 | 45 -0.65398571E-02 46 | 46 -0.65231019E-02 47 | 47 -0.65042067E-02 48 | 48 -0.64832281E-02 49 | 49 -0.64602279E-02 50 | 50 -0.64352719E-02 51 | 51 -0.64084292E-02 52 | 52 -0.63797714E-02 53 | 53 -0.63493712E-02 54 | 54 -0.63173026E-02 55 | 55 -0.62836398E-02 56 | 56 -0.62484570E-02 57 | 57 -0.62118279E-02 58 | 58 -0.61738256E-02 59 | 59 -0.61345220E-02 60 | 60 -0.60939880E-02 61 | 61 -0.60522929E-02 62 | 62 -0.60095044E-02 63 | 63 -0.59656887E-02 64 | 64 -0.59209102E-02 65 | 65 -0.58752313E-02 66 | 66 -0.58287128E-02 67 | 67 -0.57814133E-02 68 | 68 -0.57333898E-02 69 | 69 -0.56846970E-02 70 | 70 -0.56353880E-02 71 | 71 -0.55855137E-02 72 | 72 -0.55351234E-02 73 | -------------------------------------------------------------------------------- /prem1.dat: -------------------------------------------------------------------------------- 1 | 0,14216,1691,13.08848 2 | 100,14211,1690,13.08630 3 | 200,14194,1686,13.07977 4 | 300,14166,1680,13.06888 5 | 400,14127,1671,13.05364 6 | 500,14077,1659,13.03404 7 | 600,14017,1645,13.01009 8 | 700,13945,1629,12.98178 9 | 800,13862,1610,12.94912 10 | 900,13769,1589,12.91211 11 | 1000,13665,1565,12.87073 12 | 1100,13551,1540,12.82501 13 | 1200,13427,1512,12.77493 14 | 1221.5,13399,1506,12.76360 15 | 1221.5,13046,0,12.16634 16 | 1300,12887,0,12.12500 17 | 1400,12679,0,12.06924 18 | 1500,12464,0,12.00989 19 | 1600,12242,0,11.94682 20 | 1700,12012,0,11.87990 21 | 1800,11774,0,11.80900 22 | 1900,11528,0,11.73401 23 | 2000,11273,0,11.65478 24 | 2100,11008,0,11.57119 25 | 2200,10734,0,11.48311 26 | 2300,10451,0,11.39042 27 | 2400,10157,0,11.29298 28 | 2500,9854,0,11.19067 29 | 2600,9542,0,11.08335 30 | 2700,9220,0,10.97091 31 | 2800,8889,0,10.85321 32 | 2900,8549,0,10.73012 33 | 3000,8201,0,10.60152 34 | 3100,7846,0,10.46727 35 | 3200,7484,0,10.32726 36 | 3300,7116,0,10.18134 37 | 3400,6742,0,10.02940 38 | 3480,6441,0,9.90349 39 | 3480,6556,2906,5.56645 40 | 3500,6536,2901,5.55641 41 | 3600,6440,2876,5.50642 42 | 3630,6411,2868,5.49145 43 | 3630,6411,2868,5.49145 44 | 3700,6279,2825,5.45657 45 | 3800,6095,2764,5.40681 46 | 3900,5917,2705,5.35706 47 | 4000,5744,2646,5.30724 48 | 4100,5575,2589,5.25729 49 | 4200,5409,2532,5.20713 50 | 4300,5246,2475,5.15669 51 | 4400,5084,2418,5.10590 52 | 4500,4925,2362,5.05469 53 | 4600,4765,2305,5.00299 54 | 4700,4607,2249,4.95073 55 | 4800,4448,2192,4.89783 56 | 4900,4288,2134,4.84422 57 | 5000,4127,2076,4.78983 58 | 5100,3966,2017,4.73460 59 | 5200,3802,1958,4.67844 60 | 5300,3638,1897,4.62129 61 | 5400,3471,1836,4.56307 62 | 5500,3303,1774,4.50372 63 | 5600,3133,1712,4.44317 64 | 5600,3133,1712,4.44316 65 | 5650,3067,1621,4.41241 66 | 5701,2999,1532,4.38071 67 | 5701,2556,1210,3.99214 68 | 5736,2522,1195,3.98399 69 | 5771,2489,1181,3.97584 70 | 5771,2489,1181,3.97584 71 | 5821,2332,1102,3.91282 72 | 5871,2181,1026,3.84980 73 | 5921,2036,954,3.78678 74 | 5971,1898,885,3.72378 75 | 5971,1735,787,3.54325 76 | 6016,1682,771,3.51639 77 | 6061,1630,755,3.48951 78 | 6106,1579,739,3.46264 79 | 6151,1529,724,3.43578 80 | 6151,1269,628,3.35950 81 | 6186,1277,633,3.36330 82 | 6221,1285,637,3.36710 83 | 6256,1293,642,3.37091 84 | 6291,1300,646,3.37471 85 | 6291,1302,670,3.37471 86 | 6311,1307,673,3.37688 87 | 6331,1311,676,3.37906 88 | 6346.6,1314,678,3.38076 89 | 6346.6,753,439,2.90000 90 | 6356,753,439,2.90000 91 | 6356,520,265,2.60000 92 | 6368,520,265,2.60000 93 | 6368,21,0,1.02000 94 | 6371,21,0,1.02000 95 | -------------------------------------------------------------------------------- /prem200.dat: -------------------------------------------------------------------------------- 1 | 0,14253,1761,13.08848 2 | 100,14248,1759,13.08630 3 | 200,14231,1755,13.07977 4 | 300,14203,1749,13.06888 5 | 400,14164,1739,13.05364 6 | 500,14114,1727,13.03404 7 | 600,14053,1713,13.01009 8 | 700,13981,1696,12.98178 9 | 800,13898,1676,12.94912 10 | 900,13805,1654,12.91211 11 | 1000,13701,1630,12.87073 12 | 1100,13586,1603,12.82501 13 | 1200,13462,1574,12.77493 14 | 1221.5,13434,1567,12.76360 15 | 1221.5,13047,0,12.16634 16 | 1300,12888,0,12.12500 17 | 1400,12679,0,12.06924 18 | 1500,12464,0,12.00989 19 | 1600,12242,0,11.94682 20 | 1700,12013,0,11.87990 21 | 1800,11775,0,11.80900 22 | 1900,11529,0,11.73401 23 | 2000,11273,0,11.65478 24 | 2100,11009,0,11.57119 25 | 2200,10735,0,11.48311 26 | 2300,10451,0,11.39042 27 | 2400,10158,0,11.29298 28 | 2500,9855,0,11.19067 29 | 2600,9542,0,11.08335 30 | 2700,9220,0,10.97091 31 | 2800,8889,0,10.85321 32 | 2900,8550,0,10.73012 33 | 3000,8202,0,10.60152 34 | 3100,7846,0,10.46727 35 | 3200,7484,0,10.32726 36 | 3300,7116,0,10.18134 37 | 3400,6743,0,10.02940 38 | 3480,6441,0,9.90349 39 | 3480,6556,2938,5.56645 40 | 3500,6537,2933,5.55641 41 | 3600,6440,2907,5.50642 42 | 3630,6412,2899,5.49145 43 | 3630,6412,2899,5.49145 44 | 3700,6279,2855,5.45657 45 | 3800,6095,2794,5.40681 46 | 3900,5917,2734,5.35706 47 | 4000,5744,2675,5.30724 48 | 4100,5575,2617,5.25729 49 | 4200,5409,2559,5.20713 50 | 4300,5246,2502,5.15669 51 | 4400,5085,2445,5.10590 52 | 4500,4925,2388,5.05469 53 | 4600,4766,2331,5.00299 54 | 4700,4607,2273,4.95073 55 | 4800,4448,2215,4.89783 56 | 4900,4288,2157,4.84422 57 | 5000,4128,2098,4.78983 58 | 5100,3966,2039,4.73460 59 | 5200,3803,1979,4.67844 60 | 5300,3638,1918,4.62129 61 | 5400,3471,1856,4.56307 62 | 5500,3303,1794,4.50372 63 | 5600,3133,1730,4.44317 64 | 5600,3133,1730,4.44316 65 | 5650,3067,1639,4.41241 66 | 5701,2999,1548,4.38071 67 | 5701,2556,1239,3.99214 68 | 5736,2523,1224,3.98399 69 | 5771,2489,1210,3.97584 70 | 5771,2489,1210,3.97584 71 | 5821,2332,1128,3.91282 72 | 5871,2181,1051,3.84980 73 | 5921,2037,977,3.78678 74 | 5971,1899,906,3.72378 75 | 5971,1735,806,3.54325 76 | 6016,1682,790,3.51639 77 | 6061,1630,773,3.48951 78 | 6106,1579,757,3.46264 79 | 6151,1529,741,3.43578 80 | 6151,1270,656,3.35950 81 | 6186,1278,660,3.36330 82 | 6221,1287,665,3.36710 83 | 6256,1295,669,3.37091 84 | 6291,1303,674,3.37471 85 | 6291,1303,674,3.37471 86 | 6311,1307,677,3.37688 87 | 6331,1311,680,3.37906 88 | 6346.6,1315,682,3.38076 89 | 6346.6,753,441,2.90000 90 | 6356,753,441,2.90000 91 | 6356,520,266,2.60000 92 | 6368,520,266,2.60000 93 | 6368,21,0,1.02000 94 | 6371,21,0,1.02000 95 | -------------------------------------------------------------------------------- /EXAMPLES/taboo_e22.log: -------------------------------------------------------------------------------- 1 | # 2017.02.06 time=14.34.37 2 | Detecting the Active INPUT file ! 3 | task_1.dat is NOT active 4 | task_2.dat is active 5 | task_3.dat is NOT active 6 | Opening file task_2.dat ... 7 | Reading file task_2.dat ... 8 | > found KEYWORD Harmonic_Degrees 9 | Lmin and Lmax 2 72 10 | ONLY Elastic fields 11 | The 'non physical' modes will NOT be killed 12 | > found KEYWORD Make_Model 13 | Building the model 14 | Number of VE layers 1 15 | Model CODE is 0 16 | From input, the lithospheric thickness is 80.0000 km 17 | The ILM parameter (for NV=7 and 9) is set to 0 18 | Mantle viscosity from BOTTOM to TOP (/1E21) 19 | Viscosity of layer 1 = 1.0000 20 | --------------------------------------------------------------- 21 | Radii, densities, shear moduli & viscosity from bottom to top 22 | SI units: m, kg/m**3, Pa, Pa.s, respectively 23 | --------------------------------------------------------------- 24 | 0 0.34800000E+07 0.10931731E+05 0.00000000E+00 0.00000000E+00 25 | 1 0.62910000E+07 0.44887251E+04 0.17868397E+12 0.10000000E+22 26 | 2 0.63710000E+07 0.31146547E+04 0.56286599E+11 0.00000000E+00 27 | Lithospheric thickness effectively employed (km) = 80.0000 28 | Looking for density inversions... 29 | No density inversions found 30 | ----------------------------------- 31 | Gravity at the interfaces (m/s/s) 32 | (from bottom to top) 33 | ----------------------------------- 34 | 0 0.10628760E+02 35 | 1 0.98065474E+01 36 | 2 0.97680530E+01 37 | Writing the elastic h ldc on h.dat 38 | Writing the elastic l ldc on l.dat 39 | Writing the elastic k ldc on k.dat 40 | Done with the computation of the Spectral quantities 41 | Looking now for KWs Load_Geometry and Load_History 42 | > found KEYWORD Load_Geometry 43 | Reading the load geometry 44 | Rectangular load (CL=50) 45 | Longitude of the centroid (deg) = 95.000000000000000 46 | Colatitude of the centroid (deg) = 30.000000000000000 47 | Amplitude in longitude (deg) = 70.000000000000000 48 | Amplitude in colatitude (deg) = 20.000000000000000 49 | The load is NOT compensated on a realistic ocean 50 | > found KEYWORD Load_History 51 | Reading the load time-history 52 | Time-history #0: Instantaneous loading at t=0 kyrs 53 | Done with Load_Geometry and Load_History 54 | Looking now for KWs Local_Study or Global_Study 55 | > found KEYWORD Global_Study 56 | Global Study of Type#2 57 | task_2.dat is being closed... done 58 | The KWs Local_Study (Global_Study) are been configured correctly 59 | Writing the harmonic components of the load on file load_coeff.dat 60 | The Maximum Load MASS is 1.7222287841068314E+017 kg 61 | Computing for Global Study of Type#2 62 | # Closing this file (taboo.log) on2017.02.06 time=14.34.37 63 | -------------------------------------------------------------------------------- /EXAMPLES/taboo_e21.log: -------------------------------------------------------------------------------- 1 | # 2017.02.06 time=14.03.06 2 | Detecting the Active INPUT file ! 3 | task_1.dat is NOT active 4 | task_2.dat is active 5 | task_3.dat is NOT active 6 | Opening file task_2.dat ... 7 | Reading file task_2.dat ... 8 | > found KEYWORD Harmonic_Degrees 9 | Lmin and Lmax 2 72 10 | Elastic AND viscous fields 11 | The 'non physical' modes will NOT be killed 12 | > found KEYWORD Make_Model 13 | Building the model 14 | Number of VE layers 2 15 | Model CODE is 2 16 | From input, the lithospheric thickness is 100.0000 km 17 | The ILM parameter (for NV=7 and 9) is set to 0 18 | Mantle viscosity from BOTTOM to TOP (/1E21) 19 | Viscosity of layer 1 = 2.0000 20 | Viscosity of layer 2 = 1.0000 21 | Yuen Sabadini Boschi [1982], LT= 100 km 22 | --------------------------------------------------------------- 23 | Radii, densities, shear moduli & viscosity from bottom to top 24 | SI units: m, kg/m**3, Pa, Pa.s, respectively 25 | --------------------------------------------------------------- 26 | 0 0.34800000E+07 0.10927000E+05 0.00000000E+00 0.00000000E+00 27 | 1 0.57010000E+07 0.49190000E+04 0.21700000E+12 0.20000000E+22 28 | 2 0.62710000E+07 0.44300000E+04 0.83700000E+11 0.10000000E+22 29 | 3 0.63710000E+07 0.26890000E+04 0.28200000E+11 0.00000000E+00 30 | Lithospheric thickness effectively employed (km) = 100.0000 31 | Looking for density inversions... 32 | No density inversions found 33 | ----------------------------------- 34 | Gravity at the interfaces (m/s/s) 35 | (from bottom to top) 36 | ----------------------------------- 37 | 0 0.10624161E+02 38 | 1 0.10011667E+02 39 | 2 0.10204301E+02 40 | 3 0.10108346E+02 41 | Writing the spectrum on file spectrum.dat 42 | Writing the elastic, fluid, and v-elastic h ldc on h.dat 43 | Writing the elastic, fluid, and v-elastic l ldc on l.dat 44 | Writing the elastic, fluid, and v-elastic k ldc on k.dat 45 | Done with the computation of the Spectral quantities 46 | Looking now for KWs Load_Geometry and Load_History 47 | > found KEYWORD Load_Geometry 48 | Reading the load geometry 49 | Disk load (CL=10) 50 | Longitude of the centre (deg) = 0.0000000000000000 51 | Colatitude of the centre (deg) = 0.0000000000000000 52 | Amplitude (deg) = 15.000000000000000 53 | The load is NOT compensated on a realistic ocean 54 | > found KEYWORD Load_History 55 | Reading the load time-history 56 | Time-history #4: Saw-tooth time history 57 | There are 6 glacial phases 58 | The loading phase is 90.0000000 kyrs long 59 | The un-loading phase is 10.0000000 kyrs long 60 | Done with Load_Geometry and Load_History 61 | Looking now for KWs Local_Study or Global_Study 62 | > found KEYWORD Local_Study 63 | The following variables will be computed and printed: 64 | -> Radial displacement 65 | -> Tangential displacement 66 | -> Geoid Heigth 67 | -> Radial velocity 68 | -> Tangential velocity 69 | -> Rate of change of the geoid heigth 70 | Local Study of Type#3 71 | There are 182 observers along the selected meridian 72 | The Sbr. AXIS_DISP0 is employed (see the User Guide) 73 | task_2.dat is being closed... done 74 | The KWs Local_Study (Global_Study) are been configured correctly 75 | Writing the harmonic components of the load on file load_coeff.dat 76 | The Maximum Load MASS is 1.8075226436413913E+019 kg 77 | Computing for Local Study of Type#3 78 | # Closing this file (taboo.log) on2017.02.06 time=14.03.06 79 | -------------------------------------------------------------------------------- /EXAMPLES/stokes_e22.pro: -------------------------------------------------------------------------------- 1 | # done by Task#2 of TABOO on 2002.10.17 time=20.35.25 2 | # time (kyr) = 10.0000000 3 | # The coefficients are Fully Normalized 4 | # ***************************************************** 5 | # Divide c_lm and s_lm by 10**6 to obtain actual values 6 | # l m c_lm s_lm 7 | 4 2 0 0.55865E-02 0.00000E+00 8 | 5 2 1 0.57642E-03 -0.65885E-02 9 | 6 2 2 -0.16640E-02 -0.29341E-03 10 | 7 3 0 0.25433E-02 0.00000E+00 11 | 8 3 1 0.58572E-03 -0.66948E-02 12 | 9 3 2 -0.29317E-02 -0.51693E-03 13 | 10 3 3 -0.13896E-03 0.51859E-03 14 | 11 4 0 0.56065E-05 0.00000E+00 15 | 12 4 1 0.47525E-03 -0.54321E-02 16 | 13 4 2 -0.37206E-02 -0.65605E-03 17 | 14 4 3 -0.28654E-03 0.10694E-02 18 | 15 4 4 0.12179E-03 0.44327E-04 19 | 16 5 0 -0.16178E-02 0.00000E+00 20 | 17 5 1 0.29665E-03 -0.33908E-02 21 | 18 5 2 -0.38169E-02 -0.67302E-03 22 | 19 5 3 -0.42096E-03 0.15711E-02 23 | 20 5 4 0.28137E-03 0.10241E-03 24 | 21 5 5 0.29517E-05 -0.63299E-05 25 | 22 6 0 -0.22465E-02 0.00000E+00 26 | 23 6 1 0.11048E-03 -0.12628E-02 27 | 24 6 2 -0.32734E-02 -0.57718E-03 28 | 25 6 3 -0.50520E-03 0.18854E-02 29 | 26 6 4 0.46453E-03 0.16907E-03 30 | 27 6 5 0.75146E-05 -0.16115E-04 31 | 28 6 6 0.14758E-04 0.85205E-05 32 | 29 7 0 -0.20667E-02 0.00000E+00 33 | 30 7 1 -0.38772E-04 0.44316E-03 34 | 31 7 2 -0.22986E-02 -0.40531E-03 35 | 32 7 3 -0.51764E-03 0.19319E-02 36 | 33 7 4 0.62832E-03 0.22869E-03 37 | 34 7 5 0.13665E-04 -0.29306E-04 38 | 35 7 6 0.40849E-04 0.23584E-04 39 | 36 7 7 0.79419E-05 -0.11342E-04 40 | 37 8 0 -0.13967E-02 0.00000E+00 41 | 38 8 1 -0.12742E-03 0.14564E-02 42 | 39 8 2 -0.11727E-02 -0.20678E-03 43 | 40 8 3 -0.45680E-03 0.17048E-02 44 | 41 8 4 0.73065E-03 0.26594E-03 45 | 42 8 5 0.20359E-04 -0.43660E-04 46 | 43 8 6 0.80616E-04 0.46543E-04 47 | 44 8 7 0.23635E-04 -0.33754E-04 48 | 45 8 8 -0.53852E-05 -0.45188E-05 49 | 46 9 0 -0.57764E-03 0.00000E+00 50 | 47 9 1 -0.15263E-03 0.17445E-02 51 | 48 9 2 -0.16582E-03 -0.29238E-04 52 | 49 9 3 -0.34036E-03 0.12702E-02 53 | 50 9 4 0.74386E-03 0.27074E-03 54 | 51 9 5 0.26141E-04 -0.56060E-04 55 | 52 9 6 0.13022E-03 0.75184E-04 56 | 53 9 7 0.50050E-04 -0.71478E-04 57 | 54 9 8 -0.17076E-04 -0.14329E-04 58 | 55 9 9 -0.17241E-05 0.17241E-05 59 | 56 10 0 0.11418E-03 0.00000E+00 60 | 57 10 1 -0.12827E-03 0.14661E-02 61 | 58 10 2 0.53081E-03 0.93595E-04 62 | 59 10 3 -0.19872E-03 0.74164E-03 63 | 60 10 4 0.66352E-03 0.24150E-03 64 | 61 10 5 0.29591E-04 -0.63458E-04 65 | 62 10 6 0.18146E-03 0.10477E-03 66 | 63 10 7 0.86669E-04 -0.12378E-03 67 | 64 10 8 -0.38466E-04 -0.32277E-04 68 | 65 10 9 -0.57833E-05 0.57833E-05 69 | 66 10 10 0.19102E-06 0.22764E-06 70 | 67 11 0 0.52203E-03 0.00000E+00 71 | 68 11 1 -0.77449E-04 0.88525E-03 72 | 69 11 2 0.84342E-03 0.14872E-03 73 | 70 11 3 -0.65173E-04 0.24323E-03 74 | 71 11 4 0.50962E-03 0.18549E-03 75 | 72 11 5 0.29777E-04 -0.63858E-04 76 | 73 11 6 0.22369E-03 0.12915E-03 77 | 74 11 7 0.12951E-03 -0.18496E-03 78 | 75 11 8 -0.70798E-04 -0.59407E-04 79 | 76 11 9 -0.13764E-04 0.13764E-04 80 | 77 11 10 0.67395E-06 0.80318E-06 81 | 78 11 11 -0.30071E-06 0.21056E-06 82 | 79 12 0 0.62062E-03 0.00000E+00 83 | 80 12 1 -0.23937E-04 0.27360E-03 84 | 81 12 2 0.81506E-03 0.14372E-03 85 | 82 12 3 0.33947E-04 -0.12669E-03 86 | 83 12 4 0.31980E-03 0.11640E-03 87 | 84 12 5 0.26574E-04 -0.56988E-04 88 | 85 12 6 0.24690E-03 0.14255E-03 89 | 86 12 7 0.17154E-03 -0.24499E-03 90 | 87 12 8 -0.11246E-03 -0.94367E-04 91 | 88 12 9 -0.26746E-04 0.26746E-04 92 | 89 12 10 0.16853E-05 0.20084E-05 93 | 90 12 11 -0.11106E-05 0.77768E-06 94 | 91 12 12 0.19455E-06 0.33696E-06 95 | -------------------------------------------------------------------------------- /EXAMPLES/stoked_e22.pro: -------------------------------------------------------------------------------- 1 | # done by Task#2 of TABOO on 2002.10.17 time=20.35.25 2 | # time (kyr) = 10.0000000 3 | # The coefficients are Fully Normalized 4 | # *************************************************** 5 | # Divide dc_lm and ds_lm by 10**11 6 | # to obtain actual values in units of yr**(-1) 7 | # l m dc_lm ds_lm 8 | 4 2 0 0.00000E+00 0.00000E+00 9 | 5 2 1 0.00000E+00 0.00000E+00 10 | 6 2 2 0.00000E+00 0.00000E+00 11 | 7 3 0 0.00000E+00 0.00000E+00 12 | 8 3 1 0.00000E+00 0.00000E+00 13 | 9 3 2 0.00000E+00 0.00000E+00 14 | 10 3 3 0.00000E+00 0.00000E+00 15 | 11 4 0 0.00000E+00 0.00000E+00 16 | 12 4 1 0.00000E+00 0.00000E+00 17 | 13 4 2 0.00000E+00 0.00000E+00 18 | 14 4 3 0.00000E+00 0.00000E+00 19 | 15 4 4 0.00000E+00 0.00000E+00 20 | 16 5 0 0.00000E+00 0.00000E+00 21 | 17 5 1 0.00000E+00 0.00000E+00 22 | 18 5 2 0.00000E+00 0.00000E+00 23 | 19 5 3 0.00000E+00 0.00000E+00 24 | 20 5 4 0.00000E+00 0.00000E+00 25 | 21 5 5 0.00000E+00 0.00000E+00 26 | 22 6 0 0.00000E+00 0.00000E+00 27 | 23 6 1 0.00000E+00 0.00000E+00 28 | 24 6 2 0.00000E+00 0.00000E+00 29 | 25 6 3 0.00000E+00 0.00000E+00 30 | 26 6 4 0.00000E+00 0.00000E+00 31 | 27 6 5 0.00000E+00 0.00000E+00 32 | 28 6 6 0.00000E+00 0.00000E+00 33 | 29 7 0 0.00000E+00 0.00000E+00 34 | 30 7 1 0.00000E+00 0.00000E+00 35 | 31 7 2 0.00000E+00 0.00000E+00 36 | 32 7 3 0.00000E+00 0.00000E+00 37 | 33 7 4 0.00000E+00 0.00000E+00 38 | 34 7 5 0.00000E+00 0.00000E+00 39 | 35 7 6 0.00000E+00 0.00000E+00 40 | 36 7 7 0.00000E+00 0.00000E+00 41 | 37 8 0 0.00000E+00 0.00000E+00 42 | 38 8 1 0.00000E+00 0.00000E+00 43 | 39 8 2 0.00000E+00 0.00000E+00 44 | 40 8 3 0.00000E+00 0.00000E+00 45 | 41 8 4 0.00000E+00 0.00000E+00 46 | 42 8 5 0.00000E+00 0.00000E+00 47 | 43 8 6 0.00000E+00 0.00000E+00 48 | 44 8 7 0.00000E+00 0.00000E+00 49 | 45 8 8 0.00000E+00 0.00000E+00 50 | 46 9 0 0.00000E+00 0.00000E+00 51 | 47 9 1 0.00000E+00 0.00000E+00 52 | 48 9 2 0.00000E+00 0.00000E+00 53 | 49 9 3 0.00000E+00 0.00000E+00 54 | 50 9 4 0.00000E+00 0.00000E+00 55 | 51 9 5 0.00000E+00 0.00000E+00 56 | 52 9 6 0.00000E+00 0.00000E+00 57 | 53 9 7 0.00000E+00 0.00000E+00 58 | 54 9 8 0.00000E+00 0.00000E+00 59 | 55 9 9 0.00000E+00 0.00000E+00 60 | 56 10 0 0.00000E+00 0.00000E+00 61 | 57 10 1 0.00000E+00 0.00000E+00 62 | 58 10 2 0.00000E+00 0.00000E+00 63 | 59 10 3 0.00000E+00 0.00000E+00 64 | 60 10 4 0.00000E+00 0.00000E+00 65 | 61 10 5 0.00000E+00 0.00000E+00 66 | 62 10 6 0.00000E+00 0.00000E+00 67 | 63 10 7 0.00000E+00 0.00000E+00 68 | 64 10 8 0.00000E+00 0.00000E+00 69 | 65 10 9 0.00000E+00 0.00000E+00 70 | 66 10 10 0.00000E+00 0.00000E+00 71 | 67 11 0 0.00000E+00 0.00000E+00 72 | 68 11 1 0.00000E+00 0.00000E+00 73 | 69 11 2 0.00000E+00 0.00000E+00 74 | 70 11 3 0.00000E+00 0.00000E+00 75 | 71 11 4 0.00000E+00 0.00000E+00 76 | 72 11 5 0.00000E+00 0.00000E+00 77 | 73 11 6 0.00000E+00 0.00000E+00 78 | 74 11 7 0.00000E+00 0.00000E+00 79 | 75 11 8 0.00000E+00 0.00000E+00 80 | 76 11 9 0.00000E+00 0.00000E+00 81 | 77 11 10 0.00000E+00 0.00000E+00 82 | 78 11 11 0.00000E+00 0.00000E+00 83 | 79 12 0 0.00000E+00 0.00000E+00 84 | 80 12 1 0.00000E+00 0.00000E+00 85 | 81 12 2 0.00000E+00 0.00000E+00 86 | 82 12 3 0.00000E+00 0.00000E+00 87 | 83 12 4 0.00000E+00 0.00000E+00 88 | 84 12 5 0.00000E+00 0.00000E+00 89 | 85 12 6 0.00000E+00 0.00000E+00 90 | 86 12 7 0.00000E+00 0.00000E+00 91 | 87 12 8 0.00000E+00 0.00000E+00 92 | 88 12 9 0.00000E+00 0.00000E+00 93 | 89 12 10 0.00000E+00 0.00000E+00 94 | 90 12 11 0.00000E+00 0.00000E+00 95 | 91 12 12 0.00000E+00 0.00000E+00 96 | -------------------------------------------------------------------------------- /EXAMPLES/disp_e21v.his: -------------------------------------------------------------------------------- 1 | # 2 | # 3 | # done by Task#2 of TABOO on 2002.10.17 time=20.01.47 4 | # Observer longitude (deg) = 12.0000 5 | # Observer colatitude (deg) = 45.0000 6 | # 7 | # Time u_rad u_col u_lon geoid mass 8 | # (kyrs) (m) (m) (m) (m) (kg) 9 | # -------------------------------------------------------------- 10 | -10.0000 14.0054 21.0754 0.0000 -0.3281 0.10711E+20 11 | -9.5000 14.0930 21.2189 0.0000 -0.3297 0.10778E+20 12 | -9.0000 14.1803 21.3626 0.0000 -0.3312 0.10845E+20 13 | -8.5000 14.2680 21.5068 0.0000 -0.3329 0.10912E+20 14 | -8.0000 14.3557 21.6507 0.0000 -0.3345 0.10979E+20 15 | -7.5000 14.4430 21.7945 0.0000 -0.3361 0.11046E+20 16 | -7.0000 14.5310 21.9384 0.0000 -0.3377 0.11113E+20 17 | -6.5000 14.6192 22.0822 0.0000 -0.3393 0.11180E+20 18 | -6.0000 14.7067 22.2260 0.0000 -0.3408 0.11247E+20 19 | -5.5000 14.7944 22.3704 0.0000 -0.3425 0.11314E+20 20 | -5.0000 14.8817 22.5148 0.0000 -0.3441 0.11381E+20 21 | -4.5000 14.9701 22.6587 0.0000 -0.3457 0.11448E+20 22 | -4.0000 15.0573 22.8029 0.0000 -0.3473 0.11515E+20 23 | -3.5000 15.1453 22.9473 0.0000 -0.3490 0.11582E+20 24 | -3.0000 15.2326 23.0915 0.0000 -0.3504 0.11648E+20 25 | -2.5000 15.3205 23.2361 0.0000 -0.3521 0.11715E+20 26 | -2.0000 15.4082 23.3802 0.0000 -0.3536 0.11782E+20 27 | -1.5000 15.4960 23.5249 0.0000 -0.3552 0.11849E+20 28 | -1.0000 15.5836 23.6692 0.0000 -0.3568 0.11916E+20 29 | -0.5000 15.6714 23.8135 0.0000 -0.3584 0.11983E+20 30 | 0.0000 15.7589 23.9580 0.0000 -0.3601 0.12050E+20 31 | 0.5000 15.6402 23.8871 0.0000 -0.1372 0.11448E+20 32 | 1.0000 15.3687 23.6785 0.0000 0.0455 0.10845E+20 33 | 1.5000 14.9766 23.3598 0.0000 0.1939 0.10243E+20 34 | 2.0000 14.4932 22.9490 0.0000 0.3142 0.96401E+19 35 | 2.5000 13.9398 22.4587 0.0000 0.4121 0.90376E+19 36 | 3.0000 13.3331 21.8992 0.0000 0.4925 0.84351E+19 37 | 3.5000 12.6867 21.2778 0.0000 0.5591 0.78326E+19 38 | 4.0000 12.0102 20.6004 0.0000 0.6153 0.72301E+19 39 | 4.5000 11.3114 19.8723 0.0000 0.6631 0.66276E+19 40 | 5.0000 10.5953 19.0998 0.0000 0.7046 0.60251E+19 41 | 5.5000 9.8670 18.2860 0.0000 0.7410 0.54226E+19 42 | 6.0000 9.1285 17.4345 0.0000 0.7735 0.48201E+19 43 | 6.5000 8.3824 16.5489 0.0000 0.8029 0.42176E+19 44 | 7.0000 7.6299 15.6335 0.0000 0.8298 0.36150E+19 45 | 7.5000 6.8746 14.6899 0.0000 0.8548 0.30125E+19 46 | 8.0000 6.1139 13.7208 0.0000 0.8781 0.24100E+19 47 | 8.5000 5.3513 12.7287 0.0000 0.9001 0.18075E+19 48 | 9.0000 4.5852 11.7163 0.0000 0.9211 0.12050E+19 49 | 9.5000 3.8184 10.6843 0.0000 0.9414 0.60251E+18 50 | 10.0000 3.0494 9.6349 0.0000 0.9609 0.00000E+00 51 | 10.5000 2.4644 8.7637 0.0000 0.7779 0.00000E+00 52 | 11.0000 2.0166 8.0025 0.0000 0.6303 0.00000E+00 53 | 11.5000 1.6744 7.3266 0.0000 0.5133 0.00000E+00 54 | 12.0000 1.4146 6.7211 0.0000 0.4212 0.00000E+00 55 | 12.5000 1.2168 6.1758 0.0000 0.3489 0.00000E+00 56 | 13.0000 1.0660 5.6832 0.0000 0.2922 0.00000E+00 57 | 13.5000 0.9500 5.2367 0.0000 0.2475 0.00000E+00 58 | 14.0000 0.8610 4.8317 0.0000 0.2122 0.00000E+00 59 | 14.5000 0.7901 4.4640 0.0000 0.1842 0.00000E+00 60 | 15.0000 0.7356 4.1298 0.0000 0.1618 0.00000E+00 61 | 15.5000 0.6902 3.8252 0.0000 0.1438 0.00000E+00 62 | 16.0000 0.6547 3.5479 0.0000 0.1291 0.00000E+00 63 | 16.5000 0.6250 3.2946 0.0000 0.1172 0.00000E+00 64 | 17.0000 0.5996 3.0639 0.0000 0.1074 0.00000E+00 65 | 17.5000 0.5785 2.8531 0.0000 0.0992 0.00000E+00 66 | 18.0000 0.5602 2.6600 0.0000 0.0924 0.00000E+00 67 | 18.5000 0.5441 2.4827 0.0000 0.0867 0.00000E+00 68 | 19.0000 0.5299 2.3198 0.0000 0.0819 0.00000E+00 69 | 19.5000 0.5172 2.1702 0.0000 0.0778 0.00000E+00 70 | 20.0000 0.5048 2.0322 0.0000 0.0742 0.00000E+00 71 | -------------------------------------------------------------------------------- /EXAMPLES/rate_e21v.his: -------------------------------------------------------------------------------- 1 | # 2 | # 3 | # done by Task#2 of TABOO on 2002.10.17 time=11.12.27 4 | # Observer longitude (deg) = 12.0000 5 | # Observer colatitude (deg) = 45.0000 6 | # 7 | # Time d_rad d_col d_lon d_geoid mass 8 | # (kyrs) (mm/yr) (mm/yr) (mm/yr) (mm/yr) (kg) 9 | # -------------------------------------------------------------- 10 | -10.0000 0.3399 0.4893 0.0000 0.0440 0.10711E+20 11 | -9.5000 0.3399 0.4894 0.0000 0.0440 0.10778E+20 12 | -9.0000 0.3399 0.4895 0.0000 0.0440 0.10845E+20 13 | -8.5000 0.3399 0.4896 0.0000 0.0440 0.10912E+20 14 | -8.0000 0.3399 0.4897 0.0000 0.0440 0.10979E+20 15 | -7.5000 0.3399 0.4898 0.0000 0.0440 0.11046E+20 16 | -7.0000 0.3399 0.4899 0.0000 0.0440 0.11113E+20 17 | -6.5000 0.3399 0.4900 0.0000 0.0440 0.11180E+20 18 | -6.0000 0.3399 0.4901 0.0000 0.0440 0.11247E+20 19 | -5.5000 0.3399 0.4902 0.0000 0.0440 0.11314E+20 20 | -5.0000 0.3399 0.4903 0.0000 0.0440 0.11381E+20 21 | -4.5000 0.3399 0.4904 0.0000 0.0440 0.11448E+20 22 | -4.0000 0.3399 0.4905 0.0000 0.0440 0.11515E+20 23 | -3.5000 0.3399 0.4905 0.0000 0.0440 0.11582E+20 24 | -3.0000 0.3399 0.4906 0.0000 0.0440 0.11648E+20 25 | -2.5000 0.3400 0.4907 0.0000 0.0440 0.11715E+20 26 | -2.0000 0.3400 0.4908 0.0000 0.0440 0.11782E+20 27 | -1.5000 0.3400 0.4908 0.0000 0.0440 0.11849E+20 28 | -1.0000 0.3400 0.4909 0.0000 0.0440 0.11916E+20 29 | -0.5000 0.3400 0.4910 0.0000 0.0440 0.11983E+20 30 | 0.0000 -1.5424 -1.7944 0.0000 0.0629 0.12050E+20 31 | 0.5000 -1.8833 -2.1093 0.0000 -0.0209 0.11448E+20 32 | 1.0000 -2.1545 -2.3530 0.0000 -0.0959 0.10845E+20 33 | 1.5000 -2.3647 -2.5524 0.0000 -0.1583 0.10243E+20 34 | 2.0000 -2.5251 -2.7221 0.0000 -0.2086 0.96401E+19 35 | 2.5000 -2.6466 -2.8701 0.0000 -0.2481 0.90376E+19 36 | 3.0000 -2.7380 -3.0014 0.0000 -0.2791 0.84351E+19 37 | 3.5000 -2.8068 -3.1188 0.0000 -0.3031 0.78326E+19 38 | 4.0000 -2.8585 -3.2246 0.0000 -0.3217 0.72301E+19 39 | 4.5000 -2.8975 -3.3200 0.0000 -0.3362 0.66276E+19 40 | 5.0000 -2.9269 -3.4063 0.0000 -0.3475 0.60251E+19 41 | 5.5000 -2.9493 -3.4845 0.0000 -0.3564 0.54226E+19 42 | 6.0000 -2.9664 -3.5554 0.0000 -0.3634 0.48201E+19 43 | 6.5000 -2.9796 -3.6197 0.0000 -0.3689 0.42176E+19 44 | 7.0000 -2.9899 -3.6781 0.0000 -0.3733 0.36150E+19 45 | 7.5000 -2.9980 -3.7311 0.0000 -0.3768 0.30125E+19 46 | 8.0000 -3.0045 -3.7793 0.0000 -0.3796 0.24100E+19 47 | 8.5000 -3.0097 -3.8232 0.0000 -0.3819 0.18075E+19 48 | 9.0000 -3.0141 -3.8631 0.0000 -0.3838 0.12050E+19 49 | 9.5000 -3.0178 -3.8995 0.0000 -0.3853 0.60251E+18 50 | 10.0000 -1.3268 -1.8759 0.0000 -0.4036 0.00000E+00 51 | 10.5000 -1.0227 -1.6228 0.0000 -0.3293 0.00000E+00 52 | 11.0000 -0.7811 -1.4311 0.0000 -0.2627 0.00000E+00 53 | 11.5000 -0.5941 -1.2771 0.0000 -0.2073 0.00000E+00 54 | 12.0000 -0.4516 -1.1477 0.0000 -0.1627 0.00000E+00 55 | 12.5000 -0.3441 -1.0358 0.0000 -0.1277 0.00000E+00 56 | 13.0000 -0.2634 -0.9374 0.0000 -0.1003 0.00000E+00 57 | 13.5000 -0.2030 -0.8498 0.0000 -0.0791 0.00000E+00 58 | 14.0000 -0.1578 -0.7715 0.0000 -0.0627 0.00000E+00 59 | 14.5000 -0.1240 -0.7011 0.0000 -0.0500 0.00000E+00 60 | 15.0000 -0.0987 -0.6378 0.0000 -0.0401 0.00000E+00 61 | 15.5000 -0.0797 -0.5807 0.0000 -0.0324 0.00000E+00 62 | 16.0000 -0.0653 -0.5294 0.0000 -0.0264 0.00000E+00 63 | 16.5000 -0.0544 -0.4831 0.0000 -0.0216 0.00000E+00 64 | 17.0000 -0.0460 -0.4413 0.0000 -0.0178 0.00000E+00 65 | 17.5000 -0.0395 -0.4037 0.0000 -0.0148 0.00000E+00 66 | 18.0000 -0.0344 -0.3698 0.0000 -0.0124 0.00000E+00 67 | 18.5000 -0.0304 -0.3393 0.0000 -0.0105 0.00000E+00 68 | 19.0000 -0.0271 -0.3117 0.0000 -0.0089 0.00000E+00 69 | 19.5000 -0.0244 -0.2868 0.0000 -0.0076 0.00000E+00 70 | 20.0000 -0.0221 -0.2644 0.0000 -0.0066 0.00000E+00 71 | -------------------------------------------------------------------------------- /EXAMPLES/task_1_ex01.dat: -------------------------------------------------------------------------------- 1 | Active 2 | ! 3 | ! +---------------------------------+ 4 | ! | This is file << task_1.dat >> | 5 | ! +---------------------------------+ 6 | ! 7 | ! 8 | ! 9 | ! 10 | ! 11 | ! +--------------------------------+ 12 | ! | Basic configuration of Task#1 | 13 | ! +--------------------------------+ 14 | ! 15 | ! In order to allow TABOO to execute Task#1 it is necessary 16 | ! to input some basic information. This is done by means of 17 | ! kw Harmonic_Degrees. The User must supply the following records: 18 | ! 19 | Harmonic_Degrees 20 | 2 100 ! min and max harmonic degrees 21 | 1 ! verbose mode (1->verbose, 0->silent) 22 | 1 ! I_loading (loading ->1, tidal->0) 23 | ! 24 | ! 25 | ! 26 | ! 27 | ! 28 | ! +-------------------------------------------------------+ 29 | ! | Definition of the radial structure of the Earth model | 30 | ! +-------------------------------------------------------+ 31 | ! 32 | ! At the time of this writing, the user can choose between the 33 | ! following models, where NV indicates the number of viscoelastic 34 | ! layers and CODE allows to select a specific density and 35 | ! rigidity profile, which is normally taken from the literature. 36 | ! LT is the thickness of the elastic lithosphere, in km. 37 | ! See the User guide and the theory document for further details. 38 | ! 39 | ! NV=1 CODE=0 ---> Averaged PREM, 30 <= LT <= 300 km. 40 | ! NV=1 CODE=1 ---> Yuen Sabadini Boschi [1982], LT= 100 km. 41 | ! NV=1 CODE=2 ---> Ondrej Cadek, LT= 70 km. 42 | ! NV=1 CODE=3 ---> Ondrej Cadek, LT= 200 km. 43 | ! NV=1 CODE=4 ---> Giunchi & Spada [2000] BUT self-g., 30 <= LT <= 300 km 44 | ! 45 | ! NV=2 CODE=0 ---> Averaged PREM, 30 <= LT <= 300 km. 46 | ! NV=2 CODE=1 ---> Averaged PREM, BUT d(rho)/rho at 670 from PREM, 30 <= LT <= 300 km. 47 | ! NV=2 CODE=2 ---> Yuen Sabadini Boschi [1982], LT= 100 km. 48 | ! NV=2 CODE=3 ---> Bills & James [1997], LT= 100 km. 49 | ! NV=2 CODE=4 ---> Lefftz Sabadini Legros [1994], LT= 150 km. 50 | ! NV=2 CODE=5 ---> Piersanti Postseismic, LT= 80 km. 51 | ! NV=2 CODE=6 ---> Ricard Sabadini Spada [1992], Model h, LT= 100 km. 52 | ! 53 | ! NV=3 CODE=0 ---> Averaged PREM, 30 <= LT <= 300 km. 54 | ! NV=3 CODE=1 ---> NOT Averaged Prem, 30 <= LT <= 300 km., see Sbr. SPEC for details 55 | ! NV=3 CODE=2 ---> Cianetti Giunchi Spada [2002], LT= 120 km. 56 | ! NV=3 CODE=3 ---> James & Morgan [1990] GRL (table #1), LT= 120 Km. 57 | ! NV=3 CODE=4 ---> Similar to W. R. Peltier [1985], LT= 120 km. 58 | ! NV=3 CODE=5 ---> Paul Johnston [benchmark, 1997], LT= 70 km. 59 | ! 60 | ! NV=4 CODE=0 ---> Averaged PREM, 40 <= LT <= 150 km. 61 | ! NV=4 CODE=1 ---> Averaged PREM, LM not averaged in Rho, 40 <= LT <= 150 km. 62 | ! NV=4 CODE=2 ---> Averaged, LM not averaged in Rho nor Mu, 40 <= LT <= 150 km. 63 | ! 64 | ! NV=7 CODE=0 ---> Averaged PREM, 40 <= LT <= 150 km. 3 SM layers, 4 LM layers. 65 | ! 66 | ! NV=9 CODE=0 ---> Averaged PREM, 40 <= LT <= 150 km. 3 SM layers, 4 LM layers. 67 | ! 68 | ! 69 | ! Please provide the following (see also the User guide): 70 | ! 71 | ! 72 | Make_Model 73 | 3 ! Number of Visco- Elastic layers (1,2,3,4,7,9, o 10) 74 | 2 ! Choose a specific density and rigidity profile from the above list. 75 | 120.0 ! Thickness of the elastic lithosphere (ignored for certain CODE values!) 76 | 0 ! Controls the thickness of the LM layers for NV=7 and 9. Otherwise ignored. 77 | 2.0 ! Viscosity of the bottom ve layer, in units of 10**21 Pa.s 78 | 1.0 ! ... 79 | 1.0 ! Viscosity of the topmost ve layer, in units of 10**21 Pa.s. 80 | ! 81 | ! 82 | ! The keyword External_Model Reads the modes from the external file external.dat 83 | ! and supersedes any choice made above regarding the model to be employed. 84 | ! If External_Model is active, Make_Model must be inactive. See the User Guide. 85 | ! 86 | !External_Model 87 | ! 88 | ! 89 | ! 90 | ! 91 | ! 92 | ! +--------------------------------+ 93 | ! | Normalized Residues | 94 | ! +--------------------------------+ 95 | ! 96 | Normalized_Residues 97 | 1 ! If 1 is given, I write -h(i)/s(i) vs. log(deg) on 'ih.dat' 98 | 0 ! If 1 " " " " -l(i)/s(i) vs. " on 'il.dat' 99 | 0 ! If 1 " " " " -k(i)/s(i) vs. " on 'ik.dat' 100 | ! 101 | ! 102 | ! 103 | ! 104 | ! 105 | ! +-------------------------------------------------+ 106 | ! | Elastic, Visco- elastic, and Fluid ldc | 107 | ! | as a function of the Harmonic Degree | 108 | ! +-------------------------------------------------+ 109 | ! 110 | El_Fluid_Viscel 111 | 0 ! If 1 is given here, I write h_e, h_f, e h_i vs. deg. on 'h.dat' 112 | 0 ! If 1 " " " , I write l_e, l_f, e l_i vs. deg. on 'l.dat' 113 | 1 ! If 1 " " " , I write k_e, k_f, e k_i vs. deg. on 'k.dat' 114 | ! 115 | ! 116 | ! 117 | ! 118 | ! 119 | ! +-------------------------------------+ 120 | ! | Time evolution of Heaviside Ldcs | 121 | ! +-------------------------------------+ 122 | ! 123 | Heaviside_th 124 | 2 ! Number of harmonic degrees for which the computation is done (max is 6) 125 | 2 26 ! Degrees for the computation 126 | 1.e-3 ! Lower bound of the time window, in kyr, must be > 0 127 | 1.e+5 ! Upper " " " " " , " " , must be > 0 and > Lower bound 128 | 11 ! Number of intermediate points (<= 2001) 129 | 1 ! If 1 is placed here, I write h/(2*deg+1) vs. time on 'h_heav.dat' 130 | 0 ! If 1 is placed here, I write l vs. time on 'l_heav.dat' 131 | 0 ! If 1 is placed here, I write k vs. time on 'k_heav.dat' 132 | ! 133 | ! 134 | ! 135 | ! 136 | ! 137 | ! 138 | ! +--------------------------------+ 139 | ! | End of file << task_1.dat >> | 140 | ! +--------------------------------+ -------------------------------------------------------------------------------- /task_1.dat: -------------------------------------------------------------------------------- 1 | Active 2 | ! 3 | ! 4 | ! +---------------------------------+ 5 | ! | This is file << task_1.dat >> | 6 | ! +---------------------------------+ 7 | ! 8 | ! 9 | ! +--------------------------------+ 10 | ! | Basic configuration of Task#1 | 11 | ! +--------------------------------+ 12 | ! 13 | ! In order to allow TABOO to execute Task#1 it is necessary 14 | ! to input some basic information. This is done by means of 15 | ! kw Harmonic_Degrees. The User must supply the following records: 16 | ! 17 | ! 18 | ! Harmonic_Degrees <--- TABOO kw 19 | ! l_min l_max <--- min and max harmonic degrees 20 | ! VERBOSE <--- verbose mode (1->verbose, 0->silent) 21 | ! i_loading <--- I_loading (loading ->1, tidal->0) 22 | ! 23 | ! 24 | ! 25 | Harmonic_Degrees 26 | 2 128 27 | 1 28 | 1 29 | ! 30 | ! 31 | ! 32 | ! 33 | ! 34 | ! 35 | ! 36 | ! +-------------------------------------------------------+ 37 | ! | Definition of the radial structure of the Earth model | 38 | ! +-------------------------------------------------------+ 39 | ! 40 | ! 41 | ! At the time of this writing, the user can choose between the 42 | ! following models, where NV indicates the number of viscoelastic 43 | ! layers and CODE allows to select a specific density and 44 | ! rigidity profile, which is normally taken from the literature. 45 | ! LT is the thickness of the elastic lithosphere, in km. 46 | ! See the User guide and the theory document for further details. 47 | ! 48 | ! 49 | ! NV=1 CODE=0 ---> Averaged PREM, 30 <= LT <= 300 km. 50 | ! NV=1 CODE=1 ---> Yuen Sabadini Boschi [1982], LT= 100 km. 51 | ! NV=1 CODE=2 ---> Ondrej Cadek, LT= 70 km. 52 | ! NV=1 CODE=3 ---> Ondrej Cadek, LT= 200 km. 53 | ! NV=1 CODE=4 ---> Giunchi & Spada [2000] BUT self-g., 30 <= LT <= 300 km 54 | ! 55 | ! NV=2 CODE=0 ---> Averaged PREM, 30 <= LT <= 300 km. 56 | ! NV=2 CODE=1 ---> Averaged PREM, BUT d(rho)/rho at 670 from PREM, 30 <= LT <= 300 km. 57 | ! NV=2 CODE=2 ---> Yuen Sabadini Boschi [1982], LT= 100 km. 58 | ! NV=2 CODE=3 ---> Bills & James [1997], LT= 100 km. 59 | ! NV=2 CODE=4 ---> Lefftz Sabadini Legros [1994], LT= 150 km. 60 | ! NV=2 CODE=5 ---> Piersanti Postseismic, LT= 80 km. 61 | ! NV=2 CODE=6 ---> Ricard Sabadini Spada [1992], Model h, LT= 100 km. 62 | ! 63 | ! NV=3 CODE=0 ---> Averaged PREM, 30 <= LT <= 300 km. 64 | ! NV=3 CODE=1 ---> NOT Averaged Prem, 30 <= LT <= 300 km., see Sbr. SPEC for details 65 | ! NV=3 CODE=2 ---> Cianetti Giunchi Spada [2002], LT= 120 km. 66 | ! NV=3 CODE=3 ---> James & Morgan [1990] GRL (table #1), LT= 120 Km. 67 | ! NV=3 CODE=4 ---> Similar to W. R. Peltier [1985], LT= 120 km. 68 | ! NV=3 CODE=5 ---> Paul Johnston [benchmark, 1997], LT= 70 km. 69 | ! NV=3 CODE=6 ---> Vermeersen & Sabadini LT= 120 km. 70 | ! NV=3 CODE=7 ---> Model "M3-L70-V01" reference model for the "Test suite" - 20 71 | 09 72 | ! 73 | ! NV=4 CODE=0 ---> Averaged PREM, 40 <= LT <= 150 km. 74 | ! NV=4 CODE=1 ---> Averaged PREM, LM not averaged in Rho, 40 <= LT <= 150 km. 75 | ! NV=4 CODE=2 ---> Averaged, LM not averaged in Rho nor Mu, 40 <= LT <= 150 km. 76 | ! 77 | ! NV=7 CODE=0 ---> Averaged PREM, 40 <= LT <= 150 km. 3 SM layers, 4 LM layers. 78 | ! 79 | ! NV=9 CODE=0 ---> Averaged PREM, 40 <= LT <= 150 km. 3 SM layers, 4 LM layers. 80 | ! 81 | ! 82 | ! Please provide the following (see also the User guide): 83 | ! 84 | ! Make_Model ---> Case sensitive Keyword, beginning in column one. 85 | ! NV ---> Number of Visco- Elastic layers (1,2,3,4,7,9, o 10) 86 | ! CODE ---> Choose a specific density and rigidity profile from the above list. 87 | ! LT ---> Thickness of the elastic lithosphere (ignored for certain CODE values!) 88 | ! ILM ---> Controls the thickness of the LM layers for NV=7 and 9. Otherwise ignored. 89 | ! vis_bottom ---> Viscosity of the bottom ve layer, in units of 10**21 Pa.s 90 | ! ... 91 | ! ... 92 | ! ... 93 | ! vis_top ---> Viscosity of the topmost ve layer, in units of 10**21 Pa.s. 94 | ! 95 | ! 96 | ! 97 | Make_Model 98 | 3 99 | 7 code 100 | 70.0 LT 101 | 0 ilm 102 | 2.0 103 | 1.0 104 | 1.0 105 | ! 106 | ! 107 | ! 108 | ! 109 | ! 110 | ! 111 | ! The keyword External_Model Reads the modes from 112 | ! the external file external.dat 113 | ! and supersedes any choice made above regarding 114 | ! the model to be employed. If External_Model is 115 | ! active, Make_Model must be inactive. 116 | ! See the User Guide. 117 | ! 118 | ! 119 | !External_Model 120 | ! 121 | ! 122 | ! 123 | ! 124 | ! 125 | ! 126 | ! 127 | ! 128 | ! 129 | ! +--------------------------------+ 130 | ! | Normalized Residues | 131 | ! +--------------------------------+ 132 | ! 133 | ! 134 | Normalized_Residues 135 | 1 <--- If 1 is given, I write -h(i)/s(i) vs. log(deg) on 'ih.dat' 136 | 1 <--- If 1 " " " " -l(i)/s(i) vs. " on 'il.dat' 137 | 1 <--- If 1 " " " " -k(i)/s(i) vs. " on 'ik.dat' 138 | ! 139 | ! 140 | ! 141 | ! 142 | ! +-------------------------------------------------+ 143 | ! | Elastic, Visco- elastic, and Fluid ldc | 144 | ! | as a function of the Harmonic Degree | 145 | ! +-------------------------------------------------+ 146 | ! 147 | ! 148 | El_Fluid_Viscel 149 | 1 <--- If 1 is given here, I write h_e, h_f, e h_i vs. deg. on 'h.dat' 150 | 1 <--- If 1 " " " , I write l_e, l_f, e l_i vs. deg. on 'l.dat' 151 | 1 <--- If 1 " " " , I write k_e, k_f, e k_i vs. deg. on 'k.dat' 152 | ! 153 | ! 154 | ! 155 | ! 156 | ! 157 | ! 158 | ! 159 | ! 160 | ! +-------------------------------------+ 161 | ! | Time evolution of Heaviside Ldcs | 162 | ! +-------------------------------------+ 163 | ! 164 | ! 165 | Heaviside_th 166 | 2 <-- Number of harmonic degrees for which the computation is done (max is 6) 167 | 2 26 <-- Degrees for the computation 168 | 1.d-3 <-- Lower bound of the time window, in kyr, must be > 0 169 | 1.d+5 <-- Upper " " " " " , " " , must be > 0 and > Lower bound 170 | 11 <-- Number of intermediate points (<= 2001) 171 | 1 <-- If 1 is placed here, I write h/(2*deg+1) vs. time on 'h_heav.dat' 172 | 1 <-- If 1 is placed here, I write l vs. time on 'l_heav.dat' 173 | 1 <-- If 1 is placed here, I write k vs. time on 'k_heav.dat' 174 | ! 175 | ! 176 | ! 177 | ! 178 | ! 179 | -------------------------------------------------------------------------------- /EXAMPLES/disp_e21.pro: -------------------------------------------------------------------------------- 1 | # 2 | # done by Task#2 of TABOO on 2002.10.17 time=20.00.14 3 | # Time (kyrs) = 18.0000000 4 | # Longitude (deg) = 0.000000000000000E+00 5 | # The mass of the load (kg) is = 0.000000000000000E+00 6 | # 7 | # Colat. u_rad u_col u_lon geoid 8 | # (deg) (m) (m) (m) (m) 9 | # ------------------------------------------------- 10 | 0.0000 -15.7798 0.0000 0.0000 -2.9440 11 | 1.0000 -16.3352 -0.5409 0.0000 -2.9486 12 | 2.0000 -17.3381 -1.4916 0.0000 -2.9550 13 | 3.0000 -17.6343 -2.7486 0.0000 -2.9508 14 | 4.0000 -16.9898 -3.8517 0.0000 -2.9342 15 | 5.0000 -16.2525 -4.5817 0.0000 -2.9162 16 | 6.0000 -16.1623 -5.1700 0.0000 -2.9074 17 | 7.0000 -16.5728 -5.8248 0.0000 -2.9097 18 | 8.0000 -17.2700 -6.2598 0.0000 -2.9223 19 | 9.0000 -19.1951 -6.0067 0.0000 -2.9501 20 | 10.0000 -23.8938 -5.2711 0.0000 -2.9894 21 | 11.0000 -31.0776 -5.2096 0.0000 -2.9990 22 | 12.0000 -36.9907 -6.9931 0.0000 -2.8927 23 | 13.0000 -36.1906 -10.4448 0.0000 -2.5818 24 | 14.0000 -25.9196 -13.7462 0.0000 -2.0460 25 | 15.0000 -9.1076 -14.7367 0.0000 -1.3722 26 | 16.0000 7.1181 -12.6781 0.0000 -0.7201 27 | 17.0000 16.3582 -8.8185 0.0000 -0.2341 28 | 18.0000 17.0289 -5.2770 0.0000 0.0305 29 | 19.0000 12.3542 -3.3841 0.0000 0.1154 30 | 20.0000 6.9665 -2.9780 0.0000 0.1074 31 | 21.0000 3.5670 -3.0425 0.0000 0.0781 32 | 22.0000 2.2061 -2.7885 0.0000 0.0584 33 | 23.0000 1.7748 -2.1243 0.0000 0.0504 34 | 24.0000 1.5564 -1.3397 0.0000 0.0489 35 | 25.0000 1.4918 -0.6184 0.0000 0.0518 36 | 26.0000 1.6072 0.0745 0.0000 0.0574 37 | 27.0000 1.6962 0.7885 0.0000 0.0624 38 | 28.0000 1.5657 1.4523 0.0000 0.0640 39 | 29.0000 1.3029 1.9688 0.0000 0.0634 40 | 30.0000 1.1379 2.3505 0.0000 0.0635 41 | 31.0000 1.1323 2.6924 0.0000 0.0654 42 | 32.0000 1.1366 3.0406 0.0000 0.0679 43 | 33.0000 1.0311 3.3464 0.0000 0.0697 44 | 34.0000 0.8865 3.5548 0.0000 0.0717 45 | 35.0000 0.8389 3.6875 0.0000 0.0754 46 | 36.0000 0.8920 3.8101 0.0000 0.0808 47 | 37.0000 0.9242 3.9428 0.0000 0.0866 48 | 38.0000 0.8676 4.0433 0.0000 0.0919 49 | 39.0000 0.7929 4.0769 0.0000 0.0972 50 | 40.0000 0.7953 4.0681 0.0000 0.1037 51 | 41.0000 0.8591 4.0650 0.0000 0.1110 52 | 42.0000 0.8881 4.0746 0.0000 0.1181 53 | 43.0000 0.8449 4.0605 0.0000 0.1243 54 | 44.0000 0.7963 3.9998 0.0000 0.1303 55 | 45.0000 0.8112 3.9169 0.0000 0.1369 56 | 46.0000 0.8643 3.8476 0.0000 0.1437 57 | 47.0000 0.8783 3.7917 0.0000 0.1497 58 | 48.0000 0.8345 3.7172 0.0000 0.1548 59 | 49.0000 0.7944 3.6094 0.0000 0.1596 60 | 50.0000 0.8084 3.4914 0.0000 0.1646 61 | 51.0000 0.8463 3.3906 0.0000 0.1694 62 | 52.0000 0.8448 3.3020 0.0000 0.1734 63 | 53.0000 0.7977 3.1981 0.0000 0.1765 64 | 54.0000 0.7608 3.0695 0.0000 0.1792 65 | 55.0000 0.7708 2.9380 0.0000 0.1820 66 | 56.0000 0.7953 2.8250 0.0000 0.1845 67 | 57.0000 0.7818 2.7224 0.0000 0.1862 68 | 58.0000 0.7325 2.6064 0.0000 0.1871 69 | 59.0000 0.6982 2.4717 0.0000 0.1877 70 | 60.0000 0.7051 2.3388 0.0000 0.1883 71 | 61.0000 0.7196 2.2242 0.0000 0.1887 72 | 62.0000 0.6982 2.1183 0.0000 0.1884 73 | 63.0000 0.6490 2.0001 0.0000 0.1873 74 | 64.0000 0.6178 1.8676 0.0000 0.1861 75 | 65.0000 0.6229 1.7399 0.0000 0.1851 76 | 66.0000 0.6303 1.6299 0.0000 0.1837 77 | 67.0000 0.6042 1.5267 0.0000 0.1817 78 | 68.0000 0.5567 1.4121 0.0000 0.1792 79 | 69.0000 0.5295 1.2864 0.0000 0.1767 80 | 70.0000 0.5341 1.1677 0.0000 0.1744 81 | 71.0000 0.5372 1.0657 0.0000 0.1718 82 | 72.0000 0.5087 0.9688 0.0000 0.1686 83 | 73.0000 0.4643 0.8612 0.0000 0.1651 84 | 74.0000 0.4415 0.7452 0.0000 0.1617 85 | 75.0000 0.4465 0.6375 0.0000 0.1585 86 | 76.0000 0.4466 0.5455 0.0000 0.1551 87 | 77.0000 0.4172 0.4570 0.0000 0.1512 88 | 78.0000 0.3764 0.3583 0.0000 0.1470 89 | 79.0000 0.3579 0.2534 0.0000 0.1431 90 | 80.0000 0.3637 0.1579 0.0000 0.1393 91 | 81.0000 0.3617 0.0769 0.0000 0.1354 92 | 82.0000 0.3322 -0.0020 0.0000 0.1311 93 | 83.0000 0.2949 -0.0906 0.0000 0.1266 94 | 84.0000 0.2805 -0.1836 0.0000 0.1223 95 | 85.0000 0.2869 -0.2665 0.0000 0.1183 96 | 86.0000 0.2832 -0.3361 0.0000 0.1141 97 | 87.0000 0.2538 -0.4048 0.0000 0.1095 98 | 88.0000 0.2199 -0.4828 0.0000 0.1049 99 | 89.0000 0.2090 -0.5637 0.0000 0.1005 100 | 90.0000 0.2160 -0.6340 0.0000 0.0963 101 | 91.0000 0.2110 -0.6921 0.0000 0.0920 102 | 92.0000 0.1820 -0.7505 0.0000 0.0873 103 | 93.0000 0.1515 -0.8176 0.0000 0.0827 104 | 94.0000 0.1439 -0.8864 0.0000 0.0783 105 | 95.0000 0.1512 -0.9442 0.0000 0.0741 106 | 96.0000 0.1447 -0.9910 0.0000 0.0697 107 | 97.0000 0.1159 -1.0391 0.0000 0.0650 108 | 98.0000 0.0881 -1.0956 0.0000 0.0604 109 | 99.0000 0.0831 -1.1526 0.0000 0.0561 110 | 100.0000 0.0903 -1.1984 0.0000 0.0519 111 | 101.0000 0.0824 -1.2342 0.0000 0.0475 112 | 102.0000 0.0538 -1.2724 0.0000 0.0429 113 | 103.0000 0.0286 -1.3186 0.0000 0.0384 114 | 104.0000 0.0259 -1.3642 0.0000 0.0341 115 | 105.0000 0.0329 -1.3984 0.0000 0.0300 116 | 106.0000 0.0235 -1.4238 0.0000 0.0257 117 | 107.0000 -0.0049 -1.4524 0.0000 0.0212 118 | 108.0000 -0.0278 -1.4887 0.0000 0.0168 119 | 109.0000 -0.0285 -1.5234 0.0000 0.0127 120 | 110.0000 -0.0218 -1.5467 0.0000 0.0087 121 | 111.0000 -0.0327 -1.5623 0.0000 0.0044 122 | 112.0000 -0.0609 -1.5819 0.0000 0.0001 123 | 113.0000 -0.0815 -1.6088 0.0000 -0.0042 124 | 114.0000 -0.0804 -1.6332 0.0000 -0.0082 125 | 115.0000 -0.0742 -1.6463 0.0000 -0.0121 126 | 116.0000 -0.0865 -1.6526 0.0000 -0.0162 127 | 117.0000 -0.1145 -1.6637 0.0000 -0.0204 128 | 118.0000 -0.1329 -1.6818 0.0000 -0.0245 129 | 119.0000 -0.1301 -1.6966 0.0000 -0.0284 130 | 120.0000 -0.1245 -1.7001 0.0000 -0.0321 131 | 121.0000 -0.1383 -1.6978 0.0000 -0.0361 132 | 122.0000 -0.1661 -1.7011 0.0000 -0.0402 133 | 123.0000 -0.1825 -1.7111 0.0000 -0.0441 134 | 124.0000 -0.1780 -1.7169 0.0000 -0.0477 135 | 125.0000 -0.1726 -1.7114 0.0000 -0.0513 136 | 126.0000 -0.1876 -1.7012 0.0000 -0.0551 137 | 127.0000 -0.2148 -1.6974 0.0000 -0.0590 138 | 128.0000 -0.2289 -1.6998 0.0000 -0.0627 139 | 129.0000 -0.2226 -1.6973 0.0000 -0.0661 140 | 130.0000 -0.2178 -1.6835 0.0000 -0.0695 141 | 131.0000 -0.2341 -1.6661 0.0000 -0.0731 142 | 132.0000 -0.2609 -1.6558 0.0000 -0.0768 143 | 133.0000 -0.2726 -1.6513 0.0000 -0.0802 144 | 134.0000 -0.2645 -1.6410 0.0000 -0.0834 145 | 135.0000 -0.2601 -1.6197 0.0000 -0.0866 146 | 136.0000 -0.2774 -1.5957 0.0000 -0.0899 147 | 137.0000 -0.3036 -1.5796 0.0000 -0.0933 148 | 138.0000 -0.3128 -1.5689 0.0000 -0.0965 149 | 139.0000 -0.3028 -1.5516 0.0000 -0.0994 150 | 140.0000 -0.2987 -1.5233 0.0000 -0.1023 151 | 141.0000 -0.3173 -1.4934 0.0000 -0.1054 152 | 142.0000 -0.3429 -1.4722 0.0000 -0.1085 153 | 143.0000 -0.3496 -1.4560 0.0000 -0.1113 154 | 144.0000 -0.3378 -1.4322 0.0000 -0.1139 155 | 145.0000 -0.3343 -1.3975 0.0000 -0.1165 156 | 146.0000 -0.3543 -1.3624 0.0000 -0.1193 157 | 147.0000 -0.3793 -1.3369 0.0000 -0.1220 158 | 148.0000 -0.3829 -1.3159 0.0000 -0.1245 159 | 149.0000 -0.3686 -1.2863 0.0000 -0.1267 160 | 150.0000 -0.3652 -1.2458 0.0000 -0.1290 161 | 151.0000 -0.3864 -1.2062 0.0000 -0.1315 162 | 152.0000 -0.4106 -1.1771 0.0000 -0.1339 163 | 153.0000 -0.4112 -1.1520 0.0000 -0.1360 164 | 154.0000 -0.3945 -1.1173 0.0000 -0.1379 165 | 155.0000 -0.3917 -1.0716 0.0000 -0.1398 166 | 156.0000 -0.4147 -1.0281 0.0000 -0.1419 167 | 157.0000 -0.4382 -0.9963 0.0000 -0.1440 168 | 158.0000 -0.4350 -0.9681 0.0000 -0.1457 169 | 159.0000 -0.4152 -0.9288 0.0000 -0.1472 170 | 160.0000 -0.4129 -0.8783 0.0000 -0.1487 171 | 161.0000 -0.4383 -0.8317 0.0000 -0.1506 172 | 162.0000 -0.4617 -0.7983 0.0000 -0.1523 173 | 163.0000 -0.4546 -0.7679 0.0000 -0.1535 174 | 164.0000 -0.4312 -0.7246 0.0000 -0.1546 175 | 165.0000 -0.4298 -0.6697 0.0000 -0.1557 176 | 166.0000 -0.4587 -0.6206 0.0000 -0.1572 177 | 167.0000 -0.4820 -0.5868 0.0000 -0.1585 178 | 168.0000 -0.4692 -0.5554 0.0000 -0.1594 179 | 169.0000 -0.4400 -0.5085 0.0000 -0.1599 180 | 170.0000 -0.4394 -0.4489 0.0000 -0.1607 181 | 171.0000 -0.4741 -0.3978 0.0000 -0.1619 182 | 172.0000 -0.4986 -0.3656 0.0000 -0.1629 183 | 173.0000 -0.4771 -0.3357 0.0000 -0.1632 184 | 174.0000 -0.4373 -0.2856 0.0000 -0.1633 185 | 175.0000 -0.4385 -0.2189 0.0000 -0.1637 186 | 176.0000 -0.4889 -0.1643 0.0000 -0.1647 187 | 177.0000 -0.5235 -0.1381 0.0000 -0.1654 188 | 178.0000 -0.4822 -0.1203 0.0000 -0.1651 189 | 179.0000 -0.3919 -0.0762 0.0000 -0.1642 190 | 180.0000 -0.3448 0.0000 0.0000 -0.1637 191 | 180.0000 -0.3448 0.0000 0.0000 -0.1637 192 | -------------------------------------------------------------------------------- /EXAMPLES/rate_e21.pro: -------------------------------------------------------------------------------- 1 | # 2 | # done by Task#2 of TABOO on 2002.10.17 time=09.59.07 3 | # Time (kyrs) = 18.0000000 4 | # Longitude (deg) = 0.000000000000000E+00 5 | # The mass of the load (kg) is = 0.000000000000000E+00 6 | # 7 | # Colat. d_rad d_col d_lon d_geoid 8 | # (kyrs) (mm/yr) (mm/yr) (mm/yr) (mm/yr) 9 | # ------------------------------------------------- 10 | 0.0000 1.7665 0.0000 0.0000 0.5760 11 | 1.0000 1.8828 -0.1294 0.0000 0.5772 12 | 2.0000 2.1054 -0.1798 0.0000 0.5793 13 | 3.0000 2.2163 -0.1712 0.0000 0.5800 14 | 4.0000 2.1782 -0.1927 0.0000 0.5788 15 | 5.0000 2.1678 -0.2854 0.0000 0.5776 16 | 6.0000 2.3358 -0.3938 0.0000 0.5778 17 | 7.0000 2.6245 -0.4526 0.0000 0.5785 18 | 8.0000 2.8981 -0.4897 0.0000 0.5775 19 | 9.0000 3.2048 -0.5945 0.0000 0.5741 20 | 10.0000 3.7702 -0.7725 0.0000 0.5680 21 | 11.0000 4.6345 -0.8729 0.0000 0.5549 22 | 12.0000 5.3444 -0.7143 0.0000 0.5245 23 | 13.0000 5.1526 -0.2985 0.0000 0.4651 24 | 14.0000 3.6498 0.1262 0.0000 0.3744 25 | 15.0000 1.2315 0.2498 0.0000 0.2646 26 | 16.0000 -1.0983 -0.0355 0.0000 0.1585 27 | 17.0000 -2.4430 -0.5500 0.0000 0.0763 28 | 18.0000 -2.6001 -0.9949 0.0000 0.0260 29 | 19.0000 -2.0365 -1.1955 0.0000 0.0020 30 | 20.0000 -1.3785 -1.1932 0.0000 -0.0072 31 | 21.0000 -0.9497 -1.1372 0.0000 -0.0105 32 | 22.0000 -0.7176 -1.1251 0.0000 -0.0117 33 | 23.0000 -0.5411 -1.1507 0.0000 -0.0115 34 | 24.0000 -0.3762 -1.1675 0.0000 -0.0104 35 | 25.0000 -0.2650 -1.1619 0.0000 -0.0093 36 | 26.0000 -0.2220 -1.1555 0.0000 -0.0086 37 | 27.0000 -0.1990 -1.1621 0.0000 -0.0081 38 | 28.0000 -0.1513 -1.1673 0.0000 -0.0072 39 | 29.0000 -0.0909 -1.1525 0.0000 -0.0062 40 | 30.0000 -0.0564 -1.1205 0.0000 -0.0056 41 | 31.0000 -0.0542 -1.0890 0.0000 -0.0054 42 | 32.0000 -0.0538 -1.0652 0.0000 -0.0054 43 | 33.0000 -0.0334 -1.0391 0.0000 -0.0053 44 | 34.0000 -0.0076 -1.0005 0.0000 -0.0054 45 | 35.0000 -0.0018 -0.9541 0.0000 -0.0059 46 | 36.0000 -0.0152 -0.9119 0.0000 -0.0067 47 | 37.0000 -0.0244 -0.8770 0.0000 -0.0077 48 | 38.0000 -0.0175 -0.8409 0.0000 -0.0086 49 | 39.0000 -0.0084 -0.7972 0.0000 -0.0097 50 | 40.0000 -0.0145 -0.7504 0.0000 -0.0110 51 | 41.0000 -0.0320 -0.7093 0.0000 -0.0126 52 | 42.0000 -0.0428 -0.6745 0.0000 -0.0141 53 | 43.0000 -0.0404 -0.6388 0.0000 -0.0156 54 | 44.0000 -0.0377 -0.5981 0.0000 -0.0171 55 | 45.0000 -0.0471 -0.5567 0.0000 -0.0187 56 | 46.0000 -0.0633 -0.5210 0.0000 -0.0204 57 | 47.0000 -0.0720 -0.4906 0.0000 -0.0221 58 | 48.0000 -0.0700 -0.4593 0.0000 -0.0236 59 | 49.0000 -0.0690 -0.4243 0.0000 -0.0251 60 | 50.0000 -0.0780 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-0.29915166E-02 -0.37125553E-28 0.33740798E-05 0.31779978E-10 0.69712869E-29 47 | 47 -0.16120748E-01 0.13788531E+00 0.36548546E-07 0.57570314E-23 0.20197232E-01 -0.28003405E-02 -0.47188159E-28 0.27746957E-05 0.29414503E-10 0.84396978E-29 48 | 48 -0.15968692E-01 0.13645958E+00 0.28610460E-07 0.16774370E-23 0.20085440E-01 -0.26224224E-02 0.44156902E-28 0.22800216E-05 0.21029871E-10 -0.74375803E-29 49 | 49 -0.15814173E-01 0.13480977E+00 0.22360428E-07 0.48795559E-24 0.19966091E-01 -0.24566775E-02 -0.39052880E-28 0.18722499E-05 0.99012540E-11 0.90883918E-29 50 | 50 -0.15657229E-01 0.13295843E+00 0.17448909E-07 0.14172706E-24 0.19839791E-01 -0.23021384E-02 0.93791581E-29 0.15364674E-05 -0.18512211E-11 -0.47308842E-29 51 | 51 -0.15497935E-01 0.13092764E+00 0.13596391E-07 0.41107021E-25 0.19707106E-01 -0.21579381E-02 0.17441524E-28 0.12602225E-05 -0.12880886E-10 -0.34218938E-29 52 | 52 -0.15336393E-01 0.12873887E+00 0.10579909E-07 0.11907552E-25 0.19568560E-01 -0.20232956E-02 -0.58831318E-28 0.10331461E-05 -0.22344599E-10 0.13988836E-28 53 | 53 -0.15172727E-01 0.12641280E+00 0.82220458E-08 0.34452424E-26 0.19424641E-01 -0.18975046E-02 -0.21253380E-28 0.84662303E-06 -0.29709407E-10 0.62680379E-29 54 | 54 -0.15007078E-01 0.12396919E+00 0.63819716E-08 0.99580048E-27 0.19275802E-01 -0.17799235E-02 0.54475268E-28 0.69350972E-06 -0.34609659E-10 -0.11543108E-28 55 | 55 -0.14839597E-01 0.12142678E+00 0.49481674E-08 0.28757243E-27 0.19122462E-01 -0.16699676E-02 -0.53054157E-29 0.56789339E-06 -0.36733890E-10 0.15860322E-30 56 | 56 -0.14670443E-01 0.11880322E+00 0.38325327E-08 0.82982487E-28 0.18965010E-01 -0.15671018E-02 -0.72461864E-29 0.46488751E-06 -0.35722866E-10 0.20489040E-29 57 | 57 -0.14499780E-01 0.11611499E+00 0.29656258E-08 0.23917134E-28 0.18803809E-01 -0.14708356E-02 0.23845744E-28 0.38045903E-06 -0.31058304E-10 -0.28228543E-29 58 | 58 -0.14327771E-01 0.11337740E+00 0.22928318E-08 0.68796288E-29 0.18639194E-01 -0.13807174E-02 -0.23315101E-28 0.31128320E-06 -0.21913501E-10 0.34170069E-29 59 | 59 -0.14154582E-01 0.11060457E+00 0.17712869E-08 0.19738944E-29 0.18471475E-01 -0.12963313E-02 0.21590870E-28 0.25462164E-06 -0.69162916E-11 -0.93195186E-29 60 | 60 -0.13980377E-01 0.10780941E+00 0.13674170E-08 0.57880327E-30 0.18300942E-01 -0.12172927E-02 0.75635061E-28 0.20822049E-06 0.16274066E-10 -0.12528670E-28 61 | 61 -0.13805316E-01 0.10500367E+00 0.10549740E-08 0.13984987E-30 0.18127866E-01 -0.11432457E-02 -0.54223441E-29 0.17022494E-06 0.51793036E-10 -0.13590168E-29 62 | 62 -0.13629554E-01 0.10219795E+00 0.81347324E-09 0.63493698E-31 0.17952496E-01 -0.10738606E-02 0.10980350E-27 0.13910725E-06 0.10732559E-09 -0.22753647E-28 63 | 63 -0.13453244E-01 0.99401774E-01 0.62695478E-09 0.97862276E-32 0.17775066E-01 -0.10088311E-02 -0.73708163E-28 0.11360439E-06 0.19820177E-09 0.16757738E-28 64 | 64 -0.13276532E-01 0.96623607E-01 0.48300306E-09 -0.93815934E-32 0.17595794E-01 -0.94787275E-03 -0.73093511E-29 0.92659101E-07 0.35813007E-09 -0.71100344E-31 65 | 65 -0.13099559E-01 0.93870931E-01 0.37197358E-09 0.68396353E-33 0.17414884E-01 -0.89072072E-03 0.44144558E-28 0.75347359E-07 0.67186309E-09 -0.98837158E-29 66 | 66 -0.12922460E-01 0.91150295E-01 0.28638432E-09 0.34741903E-32 0.17232524E-01 -0.83712860E-03 -0.90916940E-28 0.60724570E-07 0.13961607E-08 0.17094275E-28 67 | 67 -0.12745364E-01 0.88467386E-01 0.22043786E-09 -0.55409439E-32 0.17048892E-01 -0.78686673E-03 -0.26490781E-28 0.47233621E-07 0.35246220E-08 0.11973212E-28 68 | 68 -0.12568394E-01 0.85827086E-01 0.16964708E-09 0.32916619E-32 0.16864156E-01 -0.73972101E-03 -0.79052017E-28 0.30293173E-07 0.11177086E-07 0.20643604E-28 69 | 69 -0.12391669E-01 0.83233539E-01 0.13054248E-09 -0.17527724E-31 0.16678469E-01 -0.69549169E-03 0.71813517E-28 0.10717351E-07 0.23161592E-07 -0.13661880E-28 70 | 70 -0.12215298E-01 0.80690212E-01 0.10044381E-09 0.13982317E-31 0.16491979E-01 -0.65399236E-03 -0.73599653E-28 0.35446005E-08 0.24130441E-07 0.11956668E-28 71 | 71 -0.12039387E-01 0.78199954E-01 0.77282223E-10 -0.51008062E-32 0.16304822E-01 -0.61504896E-03 -0.10279898E-28 0.15908894E-08 0.21014608E-07 -0.11167754E-29 72 | 72 -0.11864037E-01 0.75765058E-01 0.59461935E-10 0.12799999E-31 0.16117127E-01 -0.57849893E-03 -0.77809582E-28 0.87658770E-09 0.17586696E-07 0.12600837E-28 73 | -------------------------------------------------------------------------------- /task_3.dat: -------------------------------------------------------------------------------- 1 | !Active 2 | ! 3 | ! 4 | ! ***************************************************** 5 | ! * This is file "task_3.dat" : Complex Glacial Loads * 6 | ! ***************************************************** 7 | ! 8 | ! 9 | ! 10 | ! 11 | ! 12 | ! 13 | ! 14 | ! 15 | ! 16 | ! 17 | ! +--------------------------------+ 18 | ! | Basic configuration of Task#3 | 19 | ! +--------------------------------+ 20 | ! 21 | ! In order to allow TABOO to execute Task#3 it is necessary 22 | ! to input some basic information. This is done here by means of the 23 | ! kw Harmonic_Degrees. The User must supply the following records: 24 | ! 25 | ! 26 | ! Harmonic_Degrees <--- TABOO kw 27 | ! l_min l_max <--- min and max harmonic degrees 28 | ! VERBOSE <--- verbose mode (1->verbose, 0->silent) 29 | ! only_elastic <--- (0/1) if=1, a purely elastic analysis is requested 30 | ! drop_modes <--- (0/1) if=1, 'bad' modes are excluded from the computations 31 | ! 32 | Harmonic_Degrees 33 | 2 128 34 | 0 35 | 0 36 | 0 37 | ! 38 | ! 39 | ! 40 | ! 41 | ! 42 | ! +-------------------------------------------------------+ 43 | ! | Definition of the radial structure of the Earth model | 44 | ! +-------------------------------------------------------+ 45 | ! 46 | ! 47 | ! At the time of this writing, the user can choose one of 48 | ! following models, where NV is the number of viscoelastic 49 | ! layers and CODE allows to select a specific density and 50 | ! rigidity profile, which is normally taken from the literature. 51 | ! LT is the thickness of the elastic lithosphere, in km. 52 | ! See .... of the User Guide for further details. 53 | ! 54 | ! 55 | ! NV=1 CODE=0 ---> Averaged PREM, 30 <= LT <= 300 km. 56 | ! NV=1 CODE=1 ---> Yuen Sabadini Boschi [1982], LT= 100 km. 57 | ! NV=1 CODE=2 ---> Ondrej Cadek, LT= 70 km. 58 | ! NV=1 CODE=3 ---> Ondrej Cadek, LT= 200 km. 59 | ! NV=1 CODE=4 ---> Giunchi & Spada [2000] BUT self-g., 30 <= LT <= 300 km 60 | ! 61 | ! NV=2 CODE=0 ---> Averaged PREM, 30 <= LT <= 300 km. 62 | ! NV=2 CODE=1 ---> Averaged PREM, BUT d(rho)/rho at 670 from PREM, 30 <= LT <= 300 km. 63 | ! NV=2 CODE=2 ---> Yuen Sabadini Boschi [1982], LT= 100 km. 64 | ! NV=2 CODE=3 ---> Bills & James [1997], LT= 100 km. 65 | ! NV=2 CODE=4 ---> Lefftz Sabadini Legros [1994], LT= 150 km. 66 | ! NV=2 CODE=5 ---> Piersanti Postseismic, LT= 80 km. 67 | ! NV=2 CODE=6 ---> Ricard Sabadini Spada [1992], Model h, LT= 100 km. 68 | ! 69 | ! NV=3 CODE=0 ---> Averaged PREM, 30 <= LT <= 300 km. 70 | ! NV=3 CODE=1 ---> NOT Averaged Prem, 30 <= LT <= 300 km., see Sbr. SPEC for details 71 | ! NV=3 CODE=2 ---> Cianetti Giunchi Spada [2002], LT= 120 km. 72 | ! NV=3 CODE=3 ---> James & Morgan [1990] GRL (table #1), LT= 120 Km. 73 | ! NV=3 CODE=4 ---> Similar to W. R. Peltier [1985], LT= 120 km. 74 | ! NV=3 CODE=5 ---> Paul Johnston [benchmark, 1997], LT= 70 km. 75 | ! 76 | ! NV=4 CODE=0 ---> Averaged PREM, 40 <= LT <= 150 km. 77 | ! NV=4 CODE=1 ---> Averaged PREM, LM not averaged in Rho, 40 <= LT <= 150 km. 78 | ! NV=4 CODE=2 ---> Averaged Prem, LM not averaged in Rho nor Mu, 40 <= LT <= 150 km. 79 | ! 80 | ! NV=7 CODE=0 ---> Averaged PREM, 40 <= LT <= 150 km. 3 SM layers, 4 LM layers. 81 | ! 82 | ! NV=9 CODE=0 ---> Averaged PREM, 40 <= LT <= 150 km. 3 SM layers, 4 LM layers. 83 | ! 84 | ! 85 | ! Please provide the following (see also the User guide): 86 | ! 87 | ! Make_Model ---> Case sensitive Keyword, beginning in column one. 88 | ! NV ---> Number of Visco- Elastic layers (1,2,3,4,7, or 9) 89 | ! CODE ---> Choose a specific model from the above list 90 | ! LT ---> Thickness of the lithosphere 91 | ! ILM ---> Controls the thickness of the LM layers for NV=7 and 9. 92 | ! vis_bottom ---> Viscosity of the bottom ve layer, in units of 10**21 Pa.s 93 | ! ... 94 | ! ... 95 | ! ... 96 | ! vis_top ---> Viscosity of the topmost ve layer, in units of 10**21 Pa.s. 97 | ! 98 | ! 99 | ! 100 | Make_Model 101 | 3 102 | 2 code 103 | 120.0 LT 104 | 0 ilm 105 | 2. 106 | 1. 107 | 1. 108 | ! 109 | ! 110 | ! 111 | ! 112 | ! 113 | ! 114 | ! The keyword External_Model Reads the modes from 115 | ! the external file external.dat for a simply gravitating 116 | ! Earth model with NV=1. See the User Guide. 117 | ! 118 | ! 119 | External_Model 120 | ! 121 | ! 122 | ! 123 | ! 124 | ! 125 | ! 126 | ! 127 | ! 128 | ! 129 | ! 130 | ! 131 | ! +====================+ 132 | ! Option "1" ---> | "AD HOC" ICE LOAD | 133 | ! +====================+ 134 | ! 135 | ! 136 | ! To model an 'Ad Hoc' complex ice aggregate, you must configure the 137 | ! Ad_Hoc keyword as follows: 138 | ! 139 | ! 140 | ! +<---- Column #1 141 | ! | 142 | ! 143 | ! Ad_Hoc <--- Case-sensitive TABOO kw 144 | ! Filename <--- User- supplied file 145 | ! 146 | ! 147 | ! 148 | ! The records of Filename have the following structure: 149 | ! 150 | ! N <- Number of elements forming the complex load 151 | ! C_L IOC L_H <- Load type, Ocean switch & Time-History type <-----+ 152 | ! s_1 s_2 ... <- Geometrical attributes of the load | Block 153 | ! PAR <- Maximum Thickness (m), or mass (kg) | to be repeated for 154 | ! p_1 p_2 ... <- Temporal attributes | each of the N 155 | ! f_0 f_1 f_2 ... <- Other attributes | elements 156 | ! g_0 g_1 g_2 ... <- Other attribures <-------------+ 157 | ! 158 | ! 159 | ! The meaning of these parameters is explained in the following, but 160 | ! see also the User Guide for more details! 161 | ! 162 | ! 163 | ! *** Parameter C_L (load type) *** 164 | ! 165 | ! 166 | ! | s_1 = Longitude of the load center (deg) 167 | ! If C_L = 10 or 11 -> | s_2 = Co-latitude of the load center (") 168 | ! ================= | s_3 = Half- amplitude of the disc (") 169 | ! | PAR = Max. thickness of the (primary) 170 | ! disc load (m) 171 | ! 172 | ! 173 | ! | s_1 = Longitude of the load center (deg) 174 | ! If C_L = 20 or 21 -> | s_2 = Co-latitude of the load center (") 175 | ! ================= | s_3 = Half- amplitude of the disc (") 176 | ! | PAR = Max. thickness at the centre of 177 | ! the (primary) load (m) 178 | ! 179 | ! 180 | ! 181 | ! | s_1 = Longitudine of the load (deg) 182 | ! If C_L = 30 ----> | s_2 = Co-latitude of the load (") 183 | ! =========== | PAR = Max. mass of the point load (kg) 184 | ! 185 | ! 186 | ! 187 | ! | s_1 = Longitude of the load centroid (deg) 188 | ! | s_2 = Co-latitude of the load centroid (") 189 | ! If C_L = 30 ----> | s_3 = Load width in longitude (") 190 | ! =========== | s_4 = Load width in congitude (") 191 | ! | PAR = Max. thickness of the load (m) 192 | ! 193 | ! 194 | ! 195 | ! *** Parameter L_h (history type) *** 196 | ! 197 | ! 198 | ! 199 | ! If L_h = 0 --> | p_1 = Time Since Loading (kyr) 200 | ! ++++++++++ 201 | ! 202 | ! 203 | ! If L_h = 1 --> | p_1 = Time Since Un-loading (kyr) 204 | ! ++++++++++ 205 | ! 206 | ! 207 | ! If L_h = 2 --> | p_1 = Time Since Un-loading (kyr) 208 | ! ++++++++++ | p_2 = Lapse of time between loading & un-loading (kyrs) 209 | ! 210 | ! 211 | ! 212 | ! If L_h = 3 --> | p_1 = Time Since the Beginning of Deglaciation (kyrs) 213 | ! ++++++++++ | p_2 = Duration of the phase of deglaciation ( " ) 214 | ! 215 | ! 216 | ! 217 | ! | p_1 = Time Since the Beginning of the Last Deglaciation (kyrs) 218 | ! If L_h = 4 --> | p_2 = Duration of the loading phase ( " ) 219 | ! ++++++++++ | p_3 = Duration of the un- loading phase ( " ) 220 | ! | p_4 = Number of (loading+unloading) phases 221 | ! in addition to the last (INTEGER) 222 | ! 223 | ! 224 | ! 225 | ! If L_h = 5 --> | p_1 = Time since time t=0 (kyrs) 226 | ! ++++++++++ | p_2 = Period of the sinusoid (kyrs) 227 | ! 228 | ! 229 | ! 230 | ! | p_1 = Time since the Beginning of the 231 | ! Piecewise Linear Phase (PLP) (kyr) 232 | ! If L_h = 6 --> | p_2 = NNS = Number of intervals characterizing the PLP (INTEGER) 233 | ! ++++++++++ | f_k = time t_k (t_0 = 0.0 kyrs by convention) (k=0,...,NNS) 234 | ! | g_k = load thickness (m) (or mass, kg) at time t_k ( " ) 235 | ! i) the PAR parameter will be superseded by MAX(g_k) 236 | ! ii) give the f_k's and the g_k's in one row! 237 | ! 238 | ! 239 | ! 240 | ! | p_1 = Time since the Beginning of the 241 | ! Piecewise Constant Phase (PCP) (kyr) 242 | ! If L_h = 7 --> | p_2 = Duration of each time step during the PCP ( " ) 243 | ! ++++++++++ | p_3 = NS = Number of steps during the PCP ( " ) 244 | ! | f_k = Load thickness (m) (or mass, kg) at step #k (k=0,...,NS) 245 | ! i) By convention, f_0 refers to the period before the PCP 246 | ! (also called step#0) 247 | ! ii) By convention, after the PCP (step#NS+1): f_(NS+1)=f_NS 248 | ! iii) The PAR parameter will be superseded by MAX(f_k) 249 | ! iv) Give the f_k's in one row! 250 | ! 251 | ! 252 | ! 253 | ! 254 | ! | p_1 = Time since the Beginning of the 255 | ! Piecewise Constant Phase (PCP) (kyr) 256 | ! If L_h = 8 --> | p_2 = Duration of each time step during the PCP ( " ) 257 | ! ++++++++++ | p_3 = NS = Number of steps during the PCP ( " ) 258 | ! | p_4 = Length of the loading phase prior to the PCP 259 | ! | f_k = Load thickness (m) (or mass, kg) at step #k (k=0,...,NS) 260 | ! i) By convention, f_0 refers to the period before the PCP 261 | ! (also called step#0) 262 | ! ii) By convention, after the PCP (step#NS+1): f_(NS+1)=f_NS 263 | ! iii) The PAR parameter will be superseded by MAX(f_k) 264 | ! iv) Give the g_k's in one row! 265 | ! 266 | ! 267 | Ad_Hoc 268 | complex_e31.dat 269 | ! 270 | ! 271 | ! 272 | ! 273 | ! 274 | ! 275 | ! 276 | ! 277 | ! 278 | ! 279 | ! 280 | ! +================================+ 281 | ! Option "2" ---> | A PREEXISTING COMPLEX ICE LOAD | 282 | ! +================================+ 283 | ! 284 | ! 285 | ! In TABOO, there is the possibility of dealing with the complex 286 | ! ice loads of the type ICE*, developed by W. R. Peltier and 287 | ! co-authors. To date, we have implemented ICE1, ICE2, and ICE3G. 288 | ! In all of these glacial models, the time-history is of the kind 289 | ! l_h = 7 (see the User guide), and the PCP (Piecewise Constant Phase) 290 | ! is 18 kyrs long. The beginning of the PCP is placed at 18 kyrs BP. 291 | ! Furthermore, it is assumed that before the deglaciation, the Earth 292 | ! is in a state of isostatic equilibrium. 293 | ! The User can change the native features of ICE* by introducing a 294 | ! finite loading phase before the beginning of deglaciation (from l_h=7 295 | ! to l_h=8), or substituting the rectangular elements (c_l=50) of ICE1 296 | ! and ICE2 with discs (C_L=10). It is also possible to impose mass 297 | ! conservation assuming that the melt water is discharged uniformly on 298 | ! oceans of realistic shape, or to deal with sub-aggregates of the 299 | ! deglaciation models separately. 300 | ! 301 | ! You must supply the following records: 302 | ! 303 | ! 304 | ! +-------------- First column 305 | ! | 306 | ! | 307 | ! ^ 308 | ! Keyword <--- kw = Ice_1, Ice_2 or Ice_3 309 | ! IOC <--- (0/1) Ocean switch 310 | ! FRTD <--- (0/1) Conversion from c_l=50 to c_l=10 (only for Ice_1 & Ice_2) 311 | ! F7T8 tau <--- (0/1) Conversion from L_h=7 to l_h=8 & length of loading phase (kyrs) 312 | ! Scale <--- Scales the thickness of the ice elements by SCALE 313 | ! KS <--- Number of sub-aggregates of kw to be included 314 | ! sub_1 <--------+ 315 | ! sub_2 | 316 | ! . | 317 | ! . | sub_k = k-th sub-aggregates of I_* (k=1,..,KS) 318 | ! . | 319 | ! sub_KS <--------+ 320 | ! | 321 | ! | 322 | ! +--------- First column 323 | ! 324 | ! 325 | ! 326 | ! 327 | ! 328 | ! 329 | ! 330 | ! 331 | ! 332 | Ice_1 333 | 0 334 | 0 335 | 1 100. 336 | 1.0 337 | 1 338 | ice1.dat 339 | ! 340 | ! 341 | ! 342 | ! 343 | ! 344 | ! 345 | ! 346 | ! 347 | ! 348 | ! +----------------------------------+ 349 | ! | Choice of the LOCAL Analysis | 350 | ! +----------------------------------+ 351 | ! 352 | ! 353 | ! This section allows to configure the KW Local_Study. The 354 | ! parameters of this kw describe the spatial and temporal features 355 | ! of the analysis to be performed. 356 | ! Concerning the temporal parameters of this keyword, we will 357 | ! adopt this convention: POSITIVE time values denote times BEFORE 358 | ! PRESENT (BP), whereas NEGATIVE time values are FUTURE times. 359 | ! At present, Local_Study can be configured in six 360 | ! different manners. 361 | ! 362 | ! 363 | ! 364 | ! ----------------------------------------------------------+ 365 | ! Local analysis of Type#1: One observer, and various times | 366 | ! ----------------------------------------------------------+ 367 | ! 368 | ! In this analysis the fields are computed at a given point (observer) 369 | ! of longitude LON and colatitude COL, for times between T1 kyrs BP and T2 370 | ! kyrs BP (where T2 >= T1) with increments equal to DTI (> 0) kyrs. 371 | ! 372 | ! The user must supply the following records: 373 | ! 374 | ! 375 | ! Local_Study <--- kw 376 | ! 1 <--- Label for the type of analysis 377 | ! IR, IT, IG, DIR, DIT, DIG <--- Switches (0/1) to select the fields 378 | ! LON COL <--- Coordinates of the observer 379 | ! T1 T2 DTI <--- T1, T2, and DTI (kyrs) 380 | ! 381 | ! 382 | Local_Study 383 | 1 384 | 1 1 1 1 1 1 385 | 12.2 45.8 270.0 30.0 386 | 0.0 0.0 0.1 387 | ! 388 | ! 389 | ! 390 | ! 391 | ! 392 | ! 393 | ! 394 | ! ------------------------------------------------------------+ 395 | ! Local analysis of Type#2: More observers, and various times | 396 | ! ------------------------------------------------------------+ 397 | ! 398 | ! In this analysis the fields are computed on a set of points provided 399 | ! by an user supplied file. Each row of this file, written in free format, 400 | ! contains LONG_k, COLA_k (k=1, ...,N), where LONG_k and COLA_k are the 401 | ! coordinates of the k-th observer in DEGREES. The maximum number of 402 | ! observers is N=12000. The time ranges between T1 kyrs BP and T2 kyrs 403 | ! BP (T10) kyrs (this interval is the same 404 | ! for all the observers). 405 | ! 406 | ! The user must supply the following records: 407 | ! 408 | ! 409 | ! Local_Study <--- Keyword 410 | ! 2 <--- Labels this type of analysis 411 | ! IR, IT, IG, DIR, DIT, DIG <--- Switches (0/1) to select the fields 412 | ! Filename <--- user-supplied filename (max 30 characters) 413 | ! T1 T2 DTI <--- TMIN, TMAX, and DELTAT (kyrs) 414 | ! 415 | ! 416 | Local_Study 417 | 2 418 | 1 1 0 0 0 0 419 | sprs.dat 420 | 18.0 18.0 1.0 421 | ! 422 | ! 423 | ! 424 | ! 425 | ! 426 | ! 427 | ! 428 | ! 429 | ! 430 | ! 431 | ! ----------------------------------------------------+ 432 | ! Local analysis of Type#3: On a map, at a given time | 433 | ! ----------------------------------------------------+ 434 | ! 435 | ! In this analysis, the fields are computed on a regular grid of 436 | ! points on the Earth surface. On the grid points the longitude 437 | ! and the colatitude vary in the ranges [L1:L2] and [C1:C2] degrees, 438 | ! respectively. The increments are EPL degrees in longitude and EPC 439 | ! degrees in colatitude. The fields are computed at the time GIVEN_TIME 440 | ! (in units of kyrs, as usual). 441 | ! 442 | ! The user must supply the following records: 443 | ! 444 | ! Local_Study <--- Keyword 445 | ! 3 <--- Label for this type of analysis 446 | ! IR, IT, IG, DIR, DIT, DIG <--- Switches (0/1) to select the fields 447 | ! L1 L2 EPL <--- Bounds in longitude & increment (deg) 448 | ! C1 C2 EPC <--- Bounds in colatitude & increment (deg) 449 | ! GIVEN_TIME <--- Time (kyr) 450 | ! I_THI <--- Switch for the ice thickness map (0/1) 451 | ! 452 | ! 453 | ! 454 | Local_Study 455 | 3 456 | 0 0 0 1 1 0 457 | 0.0 355.0 5.0 458 | 5.0 175.0 5.0 459 | 0.0 460 | 0 461 | ! 462 | ! 463 | ! 464 | ! 465 | ! 466 | ! 467 | ! 468 | ! ----------------------------------------------------------+ 469 | ! Local analysis of Type#4: Baselines rates at a given time | 470 | ! ----------------------------------------------------------+ 471 | ! 472 | ! This analysis concerns the rates of deformation of the 473 | ! baseline connecting two sites on the Earth surface. The rates 474 | ! are projected along the conventional VLBI components L, T, and V. 475 | ! The User is referred to the Theory section of the TABOO User 476 | ! guide for details on how to compute the L, T, and V rates. 477 | ! The User must supply some paramaters and a file containing 478 | ! information on the couples of sites connected by each baseline. 479 | ! It may be of one of two formats: 480 | ! 481 | ! 482 | ! Form #1 483 | ! ------- 484 | ! 485 | ! If code '1' is found in the first line of the file, the 486 | ! lines which follow contain the names of the two sites of the couple, in 487 | ! the form: 488 | ! 489 | ! site#1 site#2 490 | ! 491 | ! where site#1 and site#2 are names of the two sites. They must 492 | ! be given as two CHARACTER*8 constants aligned left and separated by 493 | ! two blank characters (the format is '(a8,2x,a8)'). A maximum of 100 494 | ! couples of sites can be given, the extra couples will be simply ignored. 495 | ! The names of the sites (e.g., ALGOPARK, RICHMOND, BREST...) are 496 | ! listed in the file site_locations.2001cn.1 which has been downloaded 497 | ! from the web site of the Goddard Geodetic VLBI Group 498 | ! (http://lupus.gsfc.nasa.gov/vlbi.html). This file is contained in the 499 | ! archive taboo.zip. TABOO reads the two CHARACTER*8 constants, copies 500 | ! from the NASA file the coordinates of the two sites, and performs 501 | ! a transformation from the original DMS to the decimal form. These 502 | ! coordinats are used to compute the L, T, and V components of the 503 | ! velocity of site#2 w.r.t. site#1 at the time GIVEN_TIME provided by 504 | ! the user (see below). 505 | ! 506 | ! 507 | ! 508 | ! Form #2 509 | ! ------- 510 | ! 511 | ! If the code '2' is found in the first row of the user- 512 | ! supplied file, the rows which follow contain the coordinates 513 | ! expressed in degrees (decimal form). The coordinates are 514 | ! LONG_1, COLA_1, LONG_2, COLA_2, where 1 and 2 refer to the 515 | ! sites, and LONG and COLA stand for longitude and colatitude, 516 | ! respectively (these ccordinates of course need not to be those 517 | ! of a real VLBI or GPS site). The coordinates, which can be given 518 | ! in free format, are used to compute the L, T, and V components of 519 | ! the velocity of site#2 w.r.t. site#1 at the time GIVEN_TIME provided 520 | ! by the user (see below). A maximum of 100 couples of sites can be 521 | ! given, the extra couples will be simply ignored. 522 | ! 523 | ! The user must supply the following records: 524 | ! 525 | ! 526 | ! Local_Study <--- TABOO Keyword 527 | ! 4 <--- Label for this type of analysis 528 | ! Filename <--- User-supplied file (see above, MAX 30 characters!) 529 | ! GIVEN_TIME <--- Time BP (kyr) 530 | ! 531 | ! 532 | Local_Study 533 | 4 534 | nomi_siti.dat vlbi_sites.dat 535 | 0.0 536 | ! 537 | ! 538 | ! 539 | ! 540 | ! 541 | ! 542 | 543 | ! 544 | ! 545 | ! +-----------------------------------+ 546 | ! | Choice of the GLOBAL Analysis | 547 | ! +-----------------------------------+ 548 | ! 549 | ! 550 | ! This section allows to configure the KW Global_Study, whose 551 | ! parameters describe the features of the study to be performed. 552 | ! Concerning the temporal parameters of this kw, we will adopt 553 | ! the same convention as for Local_Study: POSITIVE time values 554 | ! denote times BEFORE PRESENT (BP), whereas NEGATIVE time values are 555 | ! FUTURE times. 556 | ! At present, Global_Study can be configured in two manners. 557 | ! 558 | ! 559 | ! 560 | ! --------------------------------------------------------+ 561 | ! Global analysis of Type#1: Stokes coefficients vs time | 562 | ! --------------------------------------------------------+ 563 | ! 564 | ! This analysis allows to compute the variations of the Stokes 565 | ! coefficients of degree L and order M and their time derivatives 566 | ! as a function of time. The time range is [T1:T2] kyrs BP, and the 567 | ! time increment is DTI kyrs. 568 | ! 569 | ! 570 | ! Global_Study <--- Keyword 571 | ! 1 <--- Label for this type of analysis 572 | ! L M <--- Degree [2:36] & order of the Stokes coefficient 573 | ! Inorm <--- (0/1) If = 1, the coefficients will be fully normalized 574 | ! 575 | ! 576 | ! 577 | ! 578 | Global_Study 579 | 1 580 | 5 0 581 | 0 582 | -8.0 -1.055 3.10 583 | ! 584 | ! 585 | ! 586 | ! 587 | ! 588 | ! 589 | ! 590 | ! ---------------------------------------------------+ 591 | ! Global analysis of Type#2: Inertia tensor vs time | 592 | ! ---------------------------------------------------+ 593 | ! 594 | ! This analysis allows to compute the variations of the Inertia 595 | ! tensor and their time derivatives as a function of time. The time 596 | ! range is [T1:T2] kyrs, and the time increment is DTI (>0) kyrs. 597 | ! 598 | ! 599 | ! Global_Study <--- Keyword 600 | ! 2 <--- Label for this type of analysis 601 | ! T1 T2 DTI <--- T1, T2, and DTI (kyrs) 602 | ! 603 | ! 604 | ! 605 | Global_Study 606 | 2 607 | -20.0 13.0 1.10 608 | ! 609 | ! 610 | ! 611 | ! 612 | ! 613 | ! 614 | -------------------------------------------------------------------------------- /EXAMPLES/task_3_ex01.dat: -------------------------------------------------------------------------------- 1 | Active 2 | ! 3 | ! ***************************************************** 4 | ! * This is file "task_3.dat" : Complex Glacial Loads * 5 | ! ***************************************************** 6 | ! 7 | ! 8 | ! 9 | ! 10 | ! 11 | ! 12 | ! 13 | ! 14 | ! 15 | ! 16 | ! +--------------------------------+ 17 | ! | Basic configuration of Task#3 | 18 | ! +--------------------------------+ 19 | ! 20 | ! In order to allow TABOO to execute Task#3 it is necessary 21 | ! to input some basic information. This is done here by means of the 22 | ! kw Harmonic_Degrees. The User must supply the following records: 23 | ! 24 | Harmonic_Degrees 25 | 2 128 ! min and max harmonic degrees 26 | 1 ! verbose mode (1->verbose, 0->silent) 27 | 0 ! only_elastic (0/1) if=1, a purely elastic analysis is requested 28 | 1 ! drop_modes (0/1) if=1, 'bad' modes are excluded from the computations 29 | ! 30 | ! 31 | ! 32 | ! 33 | ! 34 | ! +-------------------------------------------------------+ 35 | ! | Definition of the radial structure of the Earth model | 36 | ! +-------------------------------------------------------+ 37 | ! 38 | ! At the time of this writing, the user can choose one of 39 | ! following models, where NV is the number of viscoelastic 40 | ! layers and CODE allows to select a specific density and 41 | ! rigidity profile, which is normally taken from the literature. 42 | ! LT is the thickness of the elastic lithosphere, in km. 43 | ! See APPENDIX A1 of the User Guide for further details. 44 | ! 45 | ! 46 | ! NV=1 CODE=0 ---> Averaged PREM, 30 <= LT <= 300 km. 47 | ! NV=1 CODE=1 ---> Yuen Sabadini Boschi [1982], LT= 100 km. 48 | ! NV=1 CODE=2 ---> Ondrej Cadek, LT= 70 km. 49 | ! NV=1 CODE=3 ---> Ondrej Cadek, LT= 200 km. 50 | ! NV=1 CODE=4 ---> Giunchi & Spada [2000] BUT self-g., 30 <= LT <= 300 km 51 | ! 52 | ! NV=2 CODE=0 ---> Averaged PREM, 30 <= LT <= 300 km. 53 | ! NV=2 CODE=1 ---> Averaged PREM, BUT d(rho)/rho at 670 from PREM, 30 <= LT <= 300 km. 54 | ! NV=2 CODE=2 ---> Yuen Sabadini Boschi [1982], LT= 100 km. 55 | ! NV=2 CODE=3 ---> Bills & James [1997], LT= 100 km. 56 | ! NV=2 CODE=4 ---> Lefftz Sabadini Legros [1994], LT= 150 km. 57 | ! NV=2 CODE=5 ---> Piersanti Postseismic, LT= 80 km. 58 | ! NV=2 CODE=6 ---> Ricard Sabadini Spada [1992], Model h, LT= 100 km. 59 | ! 60 | ! NV=3 CODE=0 ---> Averaged PREM, 30 <= LT <= 300 km. 61 | ! NV=3 CODE=1 ---> NOT Averaged Prem, 30 <= LT <= 300 km., see Sbr. SPEC for details 62 | ! NV=3 CODE=2 ---> Cianetti Giunchi Spada [2002], LT= 120 km. 63 | ! NV=3 CODE=3 ---> James & Morgan [1990] GRL (table #1), LT= 120 Km. 64 | ! NV=3 CODE=4 ---> Similar to W. R. Peltier [1985], LT= 120 km. 65 | ! NV=3 CODE=5 ---> Paul Johnston [benchmark, 1997], LT= 70 km. 66 | ! 67 | ! NV=4 CODE=0 ---> Averaged PREM, 40 <= LT <= 150 km. 68 | ! NV=4 CODE=1 ---> Averaged PREM, LM not averaged in Rho, 40 <= LT <= 150 km. 69 | ! NV=4 CODE=2 ---> Averaged Prem, LM not averaged in Rho nor Mu, 40 <= LT <= 150 km. 70 | ! 71 | ! NV=7 CODE=0 ---> Averaged PREM, 40 <= LT <= 150 km. 3 SM layers, 4 LM layers. 72 | ! 73 | ! NV=9 CODE=0 ---> Averaged PREM, 40 <= LT <= 150 km. 3 SM layers, 4 LM layers. 74 | ! 75 | ! 76 | ! Please provide the following (see also the User guide): 77 | ! 78 | Make_Model 79 | 1 ! Number of Visco- Elastic layers (1,2,3,4,7,9, o 10) 80 | 1 ! Choose a specific density and rigidity profile from the above list. 81 | 100.0 ! Thickness of the elastic lithosphere (ignored for certain CODE values!) 82 | 0 ! Controls the thickness of the LM layers for NV=7 and 9. Otherwise ignored. 83 | 1.0 ! Viscosity of the bottom ve layer, in units of 10**21 Pa.s 84 | ! 85 | ! 86 | ! The keyword External_Model Reads the modes from the external file external.dat 87 | ! and supersedes any choice made above regarding the model to be employed. 88 | ! If External_Model is active, Make_Model must be inactive. See the User Guide. 89 | ! 90 | !External_Model 91 | ! 92 | ! 93 | ! 94 | ! 95 | ! 96 | ! 97 | ! 98 | ! 99 | ! 100 | ! 101 | ! 102 | ! +====================+ 103 | ! Option "1" ---> | "AD HOC" ICE LOAD | 104 | ! +====================+ 105 | ! 106 | ! 107 | ! To model an 'Ad Hoc' complex ice aggregate, you must configure the 108 | ! Ad_Hoc keyword as follows: 109 | ! 110 | ! 111 | ! +<---- Column #1 112 | ! | 113 | ! 114 | ! Ad_Hoc <--- Case-sensitive TABOO kw 115 | ! Filename <--- User- supplied file 116 | ! 117 | ! 118 | ! 119 | ! The records of Filename have the following structure: 120 | ! 121 | ! N <- Number of elements forming the complex load 122 | ! C_L IOC L_H <- Load type, Ocean switch & Time-History type <-----+ 123 | ! s_1 s_2 ... <- Geometrical attributes of the load | Block 124 | ! PAR <- Maximum Thickness (m), or mass (kg) | to be repeated for 125 | ! p_1 p_2 ... <- Temporal attributes | each of the N 126 | ! f_0 f_1 f_2 ... <- Other attributes | elements 127 | ! g_0 g_1 g_2 ... <- Other attribures <-------------+ 128 | ! 129 | ! 130 | ! The meaning of these parameters is explained in the following, but 131 | ! see also the User Guide for more details! 132 | ! 133 | ! 134 | ! *** Parameter C_L (load type) *** 135 | ! 136 | ! 137 | ! | s_1 = Longitude of the load center (deg) 138 | ! If C_L = 10 or 11 -> | s_2 = Co-latitude of the load center (") 139 | ! ================= | s_3 = Half- amplitude of the disc (") 140 | ! | PAR = Max. thickness of the (primary) 141 | ! disc load (m) 142 | ! 143 | ! 144 | ! | s_1 = Longitude of the load center (deg) 145 | ! If C_L = 20 or 21 -> | s_2 = Co-latitude of the load center (") 146 | ! ================= | s_3 = Half- amplitude of the disc (") 147 | ! | PAR = Max. thickness at the centre of 148 | ! the (primary) load (m) 149 | ! 150 | ! 151 | ! 152 | ! | s_1 = Longitudine of the load (deg) 153 | ! If C_L = 30 ----> | s_2 = Co-latitude of the load (") 154 | ! =========== | PAR = Max. mass of the point load (kg) 155 | ! 156 | ! 157 | ! 158 | ! | s_1 = Longitude of the load centroid (deg) 159 | ! | s_2 = Co-latitude of the load centroid (") 160 | ! If C_L = 30 ----> | s_3 = Load width in longitude (") 161 | ! =========== | s_4 = Load width in congitude (") 162 | ! | PAR = Max. thickness of the load (m) 163 | ! 164 | ! 165 | ! 166 | ! *** Parameter L_h (history type) *** 167 | ! 168 | ! 169 | ! 170 | ! If L_h = 0 --> | p_1 = Time Since Loading (kyr) 171 | ! ++++++++++ 172 | ! 173 | ! 174 | ! If L_h = 1 --> | p_1 = Time Since Un-loading (kyr) 175 | ! ++++++++++ 176 | ! 177 | ! 178 | ! If L_h = 2 --> | p_1 = Time Since Un-loading (kyr) 179 | ! ++++++++++ | p_2 = Lapse of time between loading & un-loading (kyrs) 180 | ! 181 | ! 182 | ! 183 | ! If L_h = 3 --> | p_1 = Time Since the Beginning of Deglaciation (kyrs) 184 | ! ++++++++++ | p_2 = Duration of the phase of deglaciation ( " ) 185 | ! 186 | ! 187 | ! 188 | ! | p_1 = Time Since the Beginning of the Last Deglaciation (kyrs) 189 | ! If L_h = 4 --> | p_2 = Duration of the loading phase ( " ) 190 | ! ++++++++++ | p_3 = Duration of the un- loading phase ( " ) 191 | ! | p_4 = Number of (loading+unloading) phases 192 | ! in addition to the last (INTEGER) 193 | ! 194 | ! 195 | ! 196 | ! If L_h = 5 --> | p_1 = Time since time t=0 (kyrs) 197 | ! ++++++++++ | p_2 = Period of the sinusoid (kyrs) 198 | ! 199 | ! 200 | ! 201 | ! | p_1 = Time since the Beginning of the 202 | ! Piecewise Linear Phase (PLP) (kyr) 203 | ! If L_h = 6 --> | p_2 = NNS = Number of intervals characterizing the PLP (INTEGER) 204 | ! ++++++++++ | f_k = time t_k (t_0 = 0.0 kyrs by convention) (k=0,...,NNS) 205 | ! | g_k = load thickness (m) (or mass, kg) at time t_k ( " ) 206 | ! i) the PAR parameter will be superseded by MAX(g_k) 207 | ! ii) give the f_k's and the g_k's in one row! 208 | ! 209 | ! 210 | ! 211 | ! | p_1 = Time since the Beginning of the 212 | ! Piecewise Constant Phase (PCP) (kyr) 213 | ! If L_h = 7 --> | p_2 = Duration of each time step during the PCP ( " ) 214 | ! ++++++++++ | p_3 = NS = Number of steps during the PCP ( " ) 215 | ! | f_k = Load thickness (m) (or mass, kg) at step #k (k=0,...,NS) 216 | ! i) By convention, f_0 refers to the period before the PCP 217 | ! (also called step#0) 218 | ! ii) By convention, after the PCP (step#NS+1): f_(NS+1)=f_NS 219 | ! iii) The PAR parameter will be superseded by MAX(f_k) 220 | ! iv) Give the f_k's in one row! 221 | ! 222 | ! 223 | ! 224 | ! 225 | ! | p_1 = Time since the Beginning of the 226 | ! Piecewise Constant Phase (PCP) (kyr) 227 | ! If L_h = 8 --> | p_2 = Duration of each time step during the PCP ( " ) 228 | ! ++++++++++ | p_3 = NS = Number of steps during the PCP ( " ) 229 | ! | p_4 = Length of the loading phase prior to the PCP 230 | ! | f_k = Load thickness (m) (or mass, kg) at step #k (k=0,...,NS) 231 | ! i) By convention, f_0 refers to the period before the PCP 232 | ! (also called step#0) 233 | ! ii) By convention, after the PCP (step#NS+1): f_(NS+1)=f_NS 234 | ! iii) The PAR parameter will be superseded by MAX(f_k) 235 | ! iv) Give the g_k's in one row! 236 | ! 237 | ! 238 | Ad_Hoc 239 | complex_e31.dat 240 | ! 241 | ! 242 | ! 243 | ! 244 | ! 245 | ! 246 | ! 247 | ! 248 | ! 249 | ! 250 | ! 251 | ! +================================+ 252 | ! Option "2" ---> | A PREEXISTING COMPLEX ICE LOAD | 253 | ! +================================+ 254 | ! 255 | ! 256 | ! In TABOO, there is the possibility of dealing with the complex 257 | ! ice loads of the type ICE*, developed by W. R. Peltier and 258 | ! co-authors. To date, we have implemented ICE1, ICE2, and ICE3G. 259 | ! In all of these glacial models, the time-history is of the kind 260 | ! l_h = 7 (see the User guide), and the PCP (Piecewise Constant Phase) 261 | ! is 18 kyrs long. The beginning of the PCP is placed at 18 kyrs BP. 262 | ! Furthermore, it is assumed that before the deglaciation, the Earth 263 | ! is in a state of isostatic equilibrium. 264 | ! The User can change the native features of ICE* by introducing a 265 | ! finite loading phase before the beginning of deglaciation (from l_h=7 266 | ! to l_h=8), or substituting the rectangular elements (c_l=50) of ICE1 267 | ! and ICE2 with discs (C_L=10). It is also possible to impose mass 268 | ! conservation assuming that the melt water is discharged uniformly on 269 | ! oceans of realistic shape, or to deal with sub-aggregates of the 270 | ! deglaciation models separately. 271 | ! 272 | ! You must supply the following records: 273 | ! 274 | ! 275 | ! +-------------- First column 276 | ! | 277 | ! | 278 | ! ^ 279 | ! Keyword <--- kw = Ice_1, Ice_2 or Ice_3 280 | ! IOC <--- (0/1) Ocean switch 281 | ! FRTD <--- (0/1) Conversion from c_l=50 to c_l=10 (only for Ice_1 & Ice_2) 282 | ! F7T8 tau <--- (0/1) Conversion from L_h=7 to l_h=8 & length of loading phase (kyrs) 283 | ! Scale <--- Scales the thickness of the ice elements by SCALE 284 | ! KS <--- Number of sub-aggregates of kw to be included 285 | ! sub_1 <--------+ 286 | ! sub_2 | 287 | ! . | 288 | ! . | sub_k = k-th sub-aggregates of I_* (k=1,..,KS) 289 | ! . | 290 | ! sub_KS <--------+ 291 | ! | 292 | ! | 293 | ! +--------- First column 294 | ! 295 | ! 296 | ! 297 | ! 298 | ! 299 | ! 300 | ! 301 | ! 302 | !e.g. 303 | !Ice_1 304 | ! 0 305 | ! 0 306 | ! 1 100. 307 | ! 1.0 308 | ! 1 309 | !ice1.dat 310 | ! 311 | ! 312 | ! 313 | ! 314 | ! 315 | ! 316 | ! 317 | ! 318 | ! 319 | ! +----------------------------------+ 320 | ! | Choice of the LOCAL Analysis | 321 | ! +----------------------------------+ 322 | ! 323 | ! 324 | ! This section allows to configure the KW Local_Study. The 325 | ! parameters of this kw describe the spatial and temporal features 326 | ! of the analysis to be performed. 327 | ! Concerning the temporal parameters of this keyword, we will 328 | ! adopt this convention: POSITIVE time values denote times BEFORE 329 | ! PRESENT (BP), whereas NEGATIVE time values are FUTURE times. 330 | ! At present, Local_Study can be configured in six 331 | ! different manners. 332 | ! 333 | ! 334 | ! 335 | ! ----------------------------------------------------------+ 336 | ! Local analysis of Type#1: One observer, and various times | 337 | ! ----------------------------------------------------------+ 338 | ! 339 | ! In this analysis the fields are computed at a given point (observer) 340 | ! of longitude LON and colatitude COL, for times between T1 kyrs BP and T2 341 | ! kyrs BP (where T2 >= T1) with increments equal to DTI (> 0) kyrs. 342 | ! 343 | ! The user must supply the following records: 344 | ! 345 | ! 346 | ! Local_Study <--- kw 347 | ! 1 <--- Label for the type of analysis 348 | ! IR, IT, IG, DIR, DIT, DIG <--- Switches (0/1) to select the fields 349 | ! LON COL <--- Coordinates of the observer 350 | ! T1 T2 DTI <--- T1, T2, and DTI (kyrs) 351 | ! 352 | !e.g. 353 | ! Local_Study 354 | ! 1 355 | ! 1 1 1 1 1 1 356 | ! 12.2 45.8 270.0 30.0 357 | ! 0.0 0.0 0.1 358 | ! 359 | ! 360 | ! 361 | ! 362 | ! 363 | ! 364 | ! 365 | ! ------------------------------------------------------------+ 366 | ! Local analysis of Type#2: More observers, and various times | 367 | ! ------------------------------------------------------------+ 368 | ! 369 | ! In this analysis the fields are computed on a set of points provided 370 | ! by an user supplied file. Each row of this file, written in free format, 371 | ! contains LONG_k, COLA_k (k=1, ...,N), where LONG_k and COLA_k are the 372 | ! coordinates of the k-th observer in DEGREES. The maximum number of 373 | ! observers is N=12000. The time ranges between T1 kyrs BP and T2 kyrs 374 | ! BP (T10) kyrs (this interval is the same 375 | ! for all the observers). 376 | ! 377 | ! The user must supply the following records: 378 | ! 379 | ! 380 | ! Local_Study <--- Keyword 381 | ! 2 <--- Labels this type of analysis 382 | ! IR, IT, IG, DIR, DIT, DIG <--- Switches (0/1) to select the fields 383 | ! Filename <--- user-supplied filename (max 30 characters) 384 | ! T1 T2 DTI <--- TMIN, TMAX, and DELTAT (kyrs) 385 | ! 386 | !e.g. 387 | !Local_Study 388 | ! 2 389 | ! 1 1 0 0 0 0 390 | !sprs.dat 391 | ! 18.0 18.0 1.0 392 | ! 393 | ! 394 | ! 395 | ! 396 | ! 397 | ! 398 | ! 399 | ! 400 | ! 401 | ! 402 | ! ----------------------------------------------------+ 403 | ! Local analysis of Type#3: On a map, at a given time | 404 | ! ----------------------------------------------------+ 405 | ! 406 | ! In this analysis, the fields are computed on a regular grid of 407 | ! points on the Earth surface. On the grid points the longitude 408 | ! and the colatitude vary in the ranges [L1:L2] and [C1:C2] degrees, 409 | ! respectively. The increments are EPL degrees in longitude and EPC 410 | ! degrees in colatitude. The fields are computed at the time GIVEN_TIME 411 | ! (in units of kyrs, as usual). 412 | ! 413 | ! The user must supply the following records: 414 | ! 415 | ! Local_Study <--- Keyword 416 | ! 3 <--- Label for this type of analysis 417 | ! IR, IT, IG, DIR, DIT, DIG <--- Switches (0/1) to select the fields 418 | ! L1 L2 EPL <--- Bounds in longitude & increment (deg) 419 | ! C1 C2 EPC <--- Bounds in colatitude & increment (deg) 420 | ! GIVEN_TIME <--- Time (kyr) 421 | ! I_THI <--- Switch for the ice thickness map (0/1) 422 | ! 423 | ! 424 | !e.g. 425 | ! Local_Study 426 | ! 3 427 | ! 0 0 0 1 1 0 428 | ! 0.0 355.0 5.0 429 | ! 5.0 175.0 5.0 430 | ! 0.0 431 | ! 0 432 | ! 433 | ! 434 | ! 435 | ! 436 | ! 437 | ! 438 | ! 439 | ! ----------------------------------------------------------+ 440 | ! Local analysis of Type#4: Baselines rates at a given time | 441 | ! ----------------------------------------------------------+ 442 | ! 443 | ! This analysis concerns the rates of deformation of the 444 | ! baseline connecting two sites on the Earth surface. The rates 445 | ! are projected along the conventional VLBI components L, T, and V. 446 | ! The User is referred to the Theory section of the TABOO User 447 | ! guide for details on how to compute the L, T, and V rates. 448 | ! The User must supply some paramaters and a file containing 449 | ! information on the couples of sites connected by each baseline. 450 | ! It may be of one of two formats: 451 | ! 452 | ! 453 | ! Form #1 454 | ! ------- 455 | ! 456 | ! If code '1' is found in the first line of the file, the 457 | ! lines which follow contain the names of the two sites of the couple, in 458 | ! the form: 459 | ! 460 | ! site#1 site#2 461 | ! 462 | ! where site#1 and site#2 are names of the two sites. They must 463 | ! be given as two CHARACTER*8 constants aligned left and separated by 464 | ! two blank characters (the format is '(a8,2x,a8)'). A maximum of 100 465 | ! couples of sites can be given, the extra couples will be simply ignored. 466 | ! The names of the sites (e.g., ALGOPARK, RICHMOND, BREST...) are 467 | ! listed in the file site_locations.2001cn.1 which has been downloaded 468 | ! from the web site of the Goddard Geodetic VLBI Group 469 | ! (http://lupus.gsfc.nasa.gov/vlbi.html). This file is contained in the 470 | ! archive taboo.zip. TABOO reads the two CHARACTER*8 constants, copies 471 | ! from the NASA file the coordinates of the two sites, and performs 472 | ! a transformation from the original DMS to the decimal form. These 473 | ! coordinats are used to compute the L, T, and V components of the 474 | ! velocity of site#2 w.r.t. site#1 at the time GIVEN_TIME provided by 475 | ! the user (see below). 476 | ! 477 | ! 478 | ! 479 | ! Form #2 480 | ! ------- 481 | ! 482 | ! If the code '2' is found in the first row of the user- 483 | ! supplied file, the rows which follow contain the coordinates 484 | ! expressed in degrees (decimal form). The coordinates are 485 | ! LONG_1, COLA_1, LONG_2, COLA_2, where 1 and 2 refer to the 486 | ! sites, and LONG and COLA stand for longitude and colatitude, 487 | ! respectively (these ccordinates of course need not to be those 488 | ! of a real VLBI or GPS site). The coordinates, which can be given 489 | ! in free format, are used to compute the L, T, and V components of 490 | ! the velocity of site#2 w.r.t. site#1 at the time GIVEN_TIME provided 491 | ! by the user (see below). A maximum of 100 couples of sites can be 492 | ! given, the extra couples will be simply ignored. 493 | ! 494 | ! The user must supply the following records: 495 | ! 496 | ! 497 | ! Local_Study <--- TABOO Keyword 498 | ! 4 <--- Label for this type of analysis 499 | ! Filename <--- User-supplied file (see above, MAX 30 characters!) 500 | ! GIVEN_TIME <--- Time BP (kyr) 501 | ! 502 | !e.g. 503 | ! Local_Study 504 | ! 4 505 | !nomi_siti.dat vlbi_sites.dat 506 | ! 0.0 507 | ! 508 | ! 509 | ! 510 | ! 511 | ! <<<<<< LOCAL_STUDY CONFIGURATION >>>>>> 512 | ! 513 | Local_Study 514 | 3 ! On a map, at a given time 515 | 1 1 1 1 1 1 ! Switches (0/1) to select the fields 516 | 1.0 359.0 2.0 ! Bounds in longitude & increment (deg) 517 | 1.0 179.0 2.0 ! Bounds in colatitude & increment (deg) 518 | 0.0 ! Time (kyr) 519 | 0 ! Switch for the ice thickness map (0/1) 520 | ! 521 | ! 522 | ! 523 | ! 524 | ! 525 | ! 526 | ! +-----------------------------------+ 527 | ! | Choice of the GLOBAL Analysis | 528 | ! +-----------------------------------+ 529 | ! 530 | ! 531 | ! This section allows to configure the KW Global_Study, whose 532 | ! parameters describe the features of the study to be performed. 533 | ! Concerning the temporal parameters of this kw, we will adopt 534 | ! the same convention as for Local_Study: POSITIVE time values 535 | ! denote times BEFORE PRESENT (BP), whereas NEGATIVE time values are 536 | ! FUTURE times. 537 | ! At present, Global_Study can be configured in two manners. 538 | ! 539 | ! 540 | ! 541 | ! --------------------------------------------------------+ 542 | ! Global analysis of Type#1: Stokes coefficients vs time | 543 | ! --------------------------------------------------------+ 544 | ! 545 | ! This analysis allows to compute the variations of the Stokes 546 | ! coefficients of degree L and order M and their time derivatives 547 | ! as a function of time. The time range is [T1:T2] kyrs BP, and the 548 | ! time increment is DTI kyrs. 549 | ! 550 | ! 551 | ! Global_Study <--- Keyword 552 | ! 1 <--- Label for this type of analysis 553 | ! L M <--- Degree [2:36] & order of the Stokes coefficient 554 | ! Inorm <--- (0/1) If = 1, the coefficients will be fully normalized 555 | ! 556 | ! 557 | ! 558 | !e.g. 559 | ! Global_Study 560 | ! 1 561 | ! 5 0 562 | ! 0 563 | ! -8.0 -1.055 3.10 564 | ! 565 | ! 566 | ! 567 | ! 568 | ! 569 | ! 570 | ! 571 | ! ---------------------------------------------------+ 572 | ! Global analysis of Type#2: Inertia tensor vs time | 573 | ! ---------------------------------------------------+ 574 | ! 575 | ! This analysis allows to compute the variations of the Inertia 576 | ! tensor and their time derivatives as a function of time. The time 577 | ! range is [T1:T2] kyrs, and the time increment is DTI (>0) kyrs. 578 | ! 579 | ! 580 | ! Global_Study <--- Keyword 581 | ! 2 <--- Label for this type of analysis 582 | ! T1 T2 DTI <--- T1, T2, and DTI (kyrs) 583 | ! 584 | ! 585 | !e.g. 586 | ! Global_Study 587 | ! 2 588 | ! -20.0 13.0 1.10 589 | ! 590 | ! 591 | ! 592 | ! 593 | ! 594 | ! 595 | ! **************************** 596 | ! * End of file "task_3.dat" * 597 | ! **************************** 598 | -------------------------------------------------------------------------------- /EXAMPLES/task_3_ex01v.dat: -------------------------------------------------------------------------------- 1 | Active 2 | ! 3 | ! ***************************************************** 4 | ! * This is file "task_3.dat" : Complex Glacial Loads * 5 | ! ***************************************************** 6 | ! 7 | ! 8 | ! 9 | ! 10 | ! 11 | ! 12 | ! 13 | ! 14 | ! 15 | ! 16 | ! +--------------------------------+ 17 | ! | Basic configuration of Task#3 | 18 | ! +--------------------------------+ 19 | ! 20 | ! In order to allow TABOO to execute Task#3 it is necessary 21 | ! to input some basic information. This is done here by means of the 22 | ! kw Harmonic_Degrees. The User must supply the following records: 23 | ! 24 | Harmonic_Degrees 25 | 2 128 ! min and max harmonic degrees 26 | 1 ! verbose mode (1->verbose, 0->silent) 27 | 0 ! only_elastic (0/1) if=1, a purely elastic analysis is requested 28 | 1 ! drop_modes (0/1) if=1, 'bad' modes are excluded from the computations 29 | ! 30 | ! 31 | ! 32 | ! 33 | ! 34 | ! +-------------------------------------------------------+ 35 | ! | Definition of the radial structure of the Earth model | 36 | ! +-------------------------------------------------------+ 37 | ! 38 | ! At the time of this writing, the user can choose one of 39 | ! following models, where NV is the number of viscoelastic 40 | ! layers and CODE allows to select a specific density and 41 | ! rigidity profile, which is normally taken from the literature. 42 | ! LT is the thickness of the elastic lithosphere, in km. 43 | ! See APPENDIX A1 of the User Guide for further details. 44 | ! 45 | ! 46 | ! NV=1 CODE=0 ---> Averaged PREM, 30 <= LT <= 300 km. 47 | ! NV=1 CODE=1 ---> Yuen Sabadini Boschi [1982], LT= 100 km. 48 | ! NV=1 CODE=2 ---> Ondrej Cadek, LT= 70 km. 49 | ! NV=1 CODE=3 ---> Ondrej Cadek, LT= 200 km. 50 | ! NV=1 CODE=4 ---> Giunchi & Spada [2000] BUT self-g., 30 <= LT <= 300 km 51 | ! 52 | ! NV=2 CODE=0 ---> Averaged PREM, 30 <= LT <= 300 km. 53 | ! NV=2 CODE=1 ---> Averaged PREM, BUT d(rho)/rho at 670 from PREM, 30 <= LT <= 300 km. 54 | ! NV=2 CODE=2 ---> Yuen Sabadini Boschi [1982], LT= 100 km. 55 | ! NV=2 CODE=3 ---> Bills & James [1997], LT= 100 km. 56 | ! NV=2 CODE=4 ---> Lefftz Sabadini Legros [1994], LT= 150 km. 57 | ! NV=2 CODE=5 ---> Piersanti Postseismic, LT= 80 km. 58 | ! NV=2 CODE=6 ---> Ricard Sabadini Spada [1992], Model h, LT= 100 km. 59 | ! 60 | ! NV=3 CODE=0 ---> Averaged PREM, 30 <= LT <= 300 km. 61 | ! NV=3 CODE=1 ---> NOT Averaged Prem, 30 <= LT <= 300 km., see Sbr. SPEC for details 62 | ! NV=3 CODE=2 ---> Cianetti Giunchi Spada [2002], LT= 120 km. 63 | ! NV=3 CODE=3 ---> James & Morgan [1990] GRL (table #1), LT= 120 Km. 64 | ! NV=3 CODE=4 ---> Similar to W. R. Peltier [1985], LT= 120 km. 65 | ! NV=3 CODE=5 ---> Paul Johnston [benchmark, 1997], LT= 70 km. 66 | ! 67 | ! NV=4 CODE=0 ---> Averaged PREM, 40 <= LT <= 150 km. 68 | ! NV=4 CODE=1 ---> Averaged PREM, LM not averaged in Rho, 40 <= LT <= 150 km. 69 | ! NV=4 CODE=2 ---> Averaged Prem, LM not averaged in Rho nor Mu, 40 <= LT <= 150 km. 70 | ! 71 | ! NV=7 CODE=0 ---> Averaged PREM, 40 <= LT <= 150 km. 3 SM layers, 4 LM layers. 72 | ! 73 | ! NV=9 CODE=0 ---> Averaged PREM, 40 <= LT <= 150 km. 3 SM layers, 4 LM layers. 74 | ! 75 | ! 76 | ! Please provide the following (see also the User guide): 77 | ! 78 | Make_Model 79 | 1 ! Number of Visco- Elastic layers (1,2,3,4,7,9, o 10) 80 | 1 ! Choose a specific density and rigidity profile from the above list. 81 | 100.0 ! Thickness of the elastic lithosphere (ignored for certain CODE values!) 82 | 0 ! Controls the thickness of the LM layers for NV=7 and 9. Otherwise ignored. 83 | 1.0 ! Viscosity of the bottom ve layer, in units of 10**21 Pa.s 84 | ! 85 | ! 86 | ! The keyword External_Model Reads the modes from the external file external.dat 87 | ! and supersedes any choice made above regarding the model to be employed. 88 | ! If External_Model is active, Make_Model must be inactive. See the User Guide. 89 | ! 90 | !External_Model 91 | ! 92 | ! 93 | ! 94 | ! 95 | ! 96 | ! 97 | ! 98 | ! 99 | ! 100 | ! 101 | ! 102 | ! +====================+ 103 | ! Option "1" ---> | "AD HOC" ICE LOAD | 104 | ! +====================+ 105 | ! 106 | ! 107 | ! To model an 'Ad Hoc' complex ice aggregate, you must configure the 108 | ! Ad_Hoc keyword as follows: 109 | ! 110 | ! 111 | ! +<---- Column #1 112 | ! | 113 | ! 114 | ! Ad_Hoc <--- Case-sensitive TABOO kw 115 | ! Filename <--- User- supplied file 116 | ! 117 | ! 118 | ! 119 | ! The records of Filename have the following structure: 120 | ! 121 | ! N <- Number of elements forming the complex load 122 | ! C_L IOC L_H <- Load type, Ocean switch & Time-History type <-----+ 123 | ! s_1 s_2 ... <- Geometrical attributes of the load | Block 124 | ! PAR <- Maximum Thickness (m), or mass (kg) | to be repeated for 125 | ! p_1 p_2 ... <- Temporal attributes | each of the N 126 | ! f_0 f_1 f_2 ... <- Other attributes | elements 127 | ! g_0 g_1 g_2 ... <- Other attribures <-------------+ 128 | ! 129 | ! 130 | ! The meaning of these parameters is explained in the following, but 131 | ! see also the User Guide for more details! 132 | ! 133 | ! 134 | ! *** Parameter C_L (load type) *** 135 | ! 136 | ! 137 | ! | s_1 = Longitude of the load center (deg) 138 | ! If C_L = 10 or 11 -> | s_2 = Co-latitude of the load center (") 139 | ! ================= | s_3 = Half- amplitude of the disc (") 140 | ! | PAR = Max. thickness of the (primary) 141 | ! disc load (m) 142 | ! 143 | ! 144 | ! | s_1 = Longitude of the load center (deg) 145 | ! If C_L = 20 or 21 -> | s_2 = Co-latitude of the load center (") 146 | ! ================= | s_3 = Half- amplitude of the disc (") 147 | ! | PAR = Max. thickness at the centre of 148 | ! the (primary) load (m) 149 | ! 150 | ! 151 | ! 152 | ! | s_1 = Longitudine of the load (deg) 153 | ! If C_L = 30 ----> | s_2 = Co-latitude of the load (") 154 | ! =========== | PAR = Max. mass of the point load (kg) 155 | ! 156 | ! 157 | ! 158 | ! | s_1 = Longitude of the load centroid (deg) 159 | ! | s_2 = Co-latitude of the load centroid (") 160 | ! If C_L = 30 ----> | s_3 = Load width in longitude (") 161 | ! =========== | s_4 = Load width in congitude (") 162 | ! | PAR = Max. thickness of the load (m) 163 | ! 164 | ! 165 | ! 166 | ! *** Parameter L_h (history type) *** 167 | ! 168 | ! 169 | ! 170 | ! If L_h = 0 --> | p_1 = Time Since Loading (kyr) 171 | ! ++++++++++ 172 | ! 173 | ! 174 | ! If L_h = 1 --> | p_1 = Time Since Un-loading (kyr) 175 | ! ++++++++++ 176 | ! 177 | ! 178 | ! If L_h = 2 --> | p_1 = Time Since Un-loading (kyr) 179 | ! ++++++++++ | p_2 = Lapse of time between loading & un-loading (kyrs) 180 | ! 181 | ! 182 | ! 183 | ! If L_h = 3 --> | p_1 = Time Since the Beginning of Deglaciation (kyrs) 184 | ! ++++++++++ | p_2 = Duration of the phase of deglaciation ( " ) 185 | ! 186 | ! 187 | ! 188 | ! | p_1 = Time Since the Beginning of the Last Deglaciation (kyrs) 189 | ! If L_h = 4 --> | p_2 = Duration of the loading phase ( " ) 190 | ! ++++++++++ | p_3 = Duration of the un- loading phase ( " ) 191 | ! | p_4 = Number of (loading+unloading) phases 192 | ! in addition to the last (INTEGER) 193 | ! 194 | ! 195 | ! 196 | ! If L_h = 5 --> | p_1 = Time since time t=0 (kyrs) 197 | ! ++++++++++ | p_2 = Period of the sinusoid (kyrs) 198 | ! 199 | ! 200 | ! 201 | ! | p_1 = Time since the Beginning of the 202 | ! Piecewise Linear Phase (PLP) (kyr) 203 | ! If L_h = 6 --> | p_2 = NNS = Number of intervals characterizing the PLP (INTEGER) 204 | ! ++++++++++ | f_k = time t_k (t_0 = 0.0 kyrs by convention) (k=0,...,NNS) 205 | ! | g_k = load thickness (m) (or mass, kg) at time t_k ( " ) 206 | ! i) the PAR parameter will be superseded by MAX(g_k) 207 | ! ii) give the f_k's and the g_k's in one row! 208 | ! 209 | ! 210 | ! 211 | ! | p_1 = Time since the Beginning of the 212 | ! Piecewise Constant Phase (PCP) (kyr) 213 | ! If L_h = 7 --> | p_2 = Duration of each time step during the PCP ( " ) 214 | ! ++++++++++ | p_3 = NS = Number of steps during the PCP ( " ) 215 | ! | f_k = Load thickness (m) (or mass, kg) at step #k (k=0,...,NS) 216 | ! i) By convention, f_0 refers to the period before the PCP 217 | ! (also called step#0) 218 | ! ii) By convention, after the PCP (step#NS+1): f_(NS+1)=f_NS 219 | ! iii) The PAR parameter will be superseded by MAX(f_k) 220 | ! iv) Give the f_k's in one row! 221 | ! 222 | ! 223 | ! 224 | ! 225 | ! | p_1 = Time since the Beginning of the 226 | ! Piecewise Constant Phase (PCP) (kyr) 227 | ! If L_h = 8 --> | p_2 = Duration of each time step during the PCP ( " ) 228 | ! ++++++++++ | p_3 = NS = Number of steps during the PCP ( " ) 229 | ! | p_4 = Length of the loading phase prior to the PCP 230 | ! | f_k = Load thickness (m) (or mass, kg) at step #k (k=0,...,NS) 231 | ! i) By convention, f_0 refers to the period before the PCP 232 | ! (also called step#0) 233 | ! ii) By convention, after the PCP (step#NS+1): f_(NS+1)=f_NS 234 | ! iii) The PAR parameter will be superseded by MAX(f_k) 235 | ! iv) Give the g_k's in one row! 236 | ! 237 | ! 238 | Ad_Hoc 239 | complex_e31v.dat 240 | ! 241 | ! 242 | ! 243 | ! 244 | ! 245 | ! 246 | ! 247 | ! 248 | ! 249 | ! 250 | ! 251 | ! +================================+ 252 | ! Option "2" ---> | A PREEXISTING COMPLEX ICE LOAD | 253 | ! +================================+ 254 | ! 255 | ! 256 | ! In TABOO, there is the possibility of dealing with the complex 257 | ! ice loads of the type ICE*, developed by W. R. Peltier and 258 | ! co-authors. To date, we have implemented ICE1, ICE2, and ICE3G. 259 | ! In all of these glacial models, the time-history is of the kind 260 | ! l_h = 7 (see the User guide), and the PCP (Piecewise Constant Phase) 261 | ! is 18 kyrs long. The beginning of the PCP is placed at 18 kyrs BP. 262 | ! Furthermore, it is assumed that before the deglaciation, the Earth 263 | ! is in a state of isostatic equilibrium. 264 | ! The User can change the native features of ICE* by introducing a 265 | ! finite loading phase before the beginning of deglaciation (from l_h=7 266 | ! to l_h=8), or substituting the rectangular elements (c_l=50) of ICE1 267 | ! and ICE2 with discs (C_L=10). It is also possible to impose mass 268 | ! conservation assuming that the melt water is discharged uniformly on 269 | ! oceans of realistic shape, or to deal with sub-aggregates of the 270 | ! deglaciation models separately. 271 | ! 272 | ! You must supply the following records: 273 | ! 274 | ! 275 | ! +-------------- First column 276 | ! | 277 | ! | 278 | ! ^ 279 | ! Keyword <--- kw = Ice_1, Ice_2 or Ice_3 280 | ! IOC <--- (0/1) Ocean switch 281 | ! FRTD <--- (0/1) Conversion from c_l=50 to c_l=10 (only for Ice_1 & Ice_2) 282 | ! F7T8 tau <--- (0/1) Conversion from L_h=7 to l_h=8 & length of loading phase (kyrs) 283 | ! Scale <--- Scales the thickness of the ice elements by SCALE 284 | ! KS <--- Number of sub-aggregates of kw to be included 285 | ! sub_1 <--------+ 286 | ! sub_2 | 287 | ! . | 288 | ! . | sub_k = k-th sub-aggregates of I_* (k=1,..,KS) 289 | ! . | 290 | ! sub_KS <--------+ 291 | ! | 292 | ! | 293 | ! +--------- First column 294 | ! 295 | ! 296 | ! 297 | ! 298 | ! 299 | ! 300 | ! 301 | ! 302 | !e.g. 303 | !Ice_1 304 | ! 0 305 | ! 0 306 | ! 1 100. 307 | ! 1.0 308 | ! 1 309 | !ice1.dat 310 | ! 311 | ! 312 | ! 313 | ! 314 | ! 315 | ! 316 | ! 317 | ! 318 | ! 319 | ! +----------------------------------+ 320 | ! | Choice of the LOCAL Analysis | 321 | ! +----------------------------------+ 322 | ! 323 | ! 324 | ! This section allows to configure the KW Local_Study. The 325 | ! parameters of this kw describe the spatial and temporal features 326 | ! of the analysis to be performed. 327 | ! Concerning the temporal parameters of this keyword, we will 328 | ! adopt this convention: POSITIVE time values denote times BEFORE 329 | ! PRESENT (BP), whereas NEGATIVE time values are FUTURE times. 330 | ! At present, Local_Study can be configured in six 331 | ! different manners. 332 | ! 333 | ! 334 | ! 335 | ! ----------------------------------------------------------+ 336 | ! Local analysis of Type#1: One observer, and various times | 337 | ! ----------------------------------------------------------+ 338 | ! 339 | ! In this analysis the fields are computed at a given point (observer) 340 | ! of longitude LON and colatitude COL, for times between T1 kyrs BP and T2 341 | ! kyrs BP (where T2 >= T1) with increments equal to DTI (> 0) kyrs. 342 | ! 343 | ! The user must supply the following records: 344 | ! 345 | ! 346 | ! Local_Study <--- kw 347 | ! 1 <--- Label for the type of analysis 348 | ! IR, IT, IG, DIR, DIT, DIG <--- Switches (0/1) to select the fields 349 | ! LON COL <--- Coordinates of the observer 350 | ! T1 T2 DTI <--- T1, T2, and DTI (kyrs) 351 | ! 352 | !e.g. 353 | ! Local_Study 354 | ! 1 355 | ! 1 1 1 1 1 1 356 | ! 12.2 45.8 270.0 30.0 357 | ! 0.0 0.0 0.1 358 | ! 359 | ! 360 | ! 361 | ! 362 | ! 363 | ! 364 | ! 365 | ! ------------------------------------------------------------+ 366 | ! Local analysis of Type#2: More observers, and various times | 367 | ! ------------------------------------------------------------+ 368 | ! 369 | ! In this analysis the fields are computed on a set of points provided 370 | ! by an user supplied file. Each row of this file, written in free format, 371 | ! contains LONG_k, COLA_k (k=1, ...,N), where LONG_k and COLA_k are the 372 | ! coordinates of the k-th observer in DEGREES. The maximum number of 373 | ! observers is N=12000. The time ranges between T1 kyrs BP and T2 kyrs 374 | ! BP (T10) kyrs (this interval is the same 375 | ! for all the observers). 376 | ! 377 | ! The user must supply the following records: 378 | ! 379 | ! 380 | ! Local_Study <--- Keyword 381 | ! 2 <--- Labels this type of analysis 382 | ! IR, IT, IG, DIR, DIT, DIG <--- Switches (0/1) to select the fields 383 | ! Filename <--- user-supplied filename (max 30 characters) 384 | ! T1 T2 DTI <--- TMIN, TMAX, and DELTAT (kyrs) 385 | ! 386 | !e.g. 387 | !Local_Study 388 | ! 2 389 | ! 1 1 0 0 0 0 390 | !sprs.dat 391 | ! 18.0 18.0 1.0 392 | ! 393 | ! 394 | ! 395 | ! 396 | ! 397 | ! 398 | ! 399 | ! 400 | ! 401 | ! 402 | ! ----------------------------------------------------+ 403 | ! Local analysis of Type#3: On a map, at a given time | 404 | ! ----------------------------------------------------+ 405 | ! 406 | ! In this analysis, the fields are computed on a regular grid of 407 | ! points on the Earth surface. On the grid points the longitude 408 | ! and the colatitude vary in the ranges [L1:L2] and [C1:C2] degrees, 409 | ! respectively. The increments are EPL degrees in longitude and EPC 410 | ! degrees in colatitude. The fields are computed at the time GIVEN_TIME 411 | ! (in units of kyrs, as usual). 412 | ! 413 | ! The user must supply the following records: 414 | ! 415 | ! Local_Study <--- Keyword 416 | ! 3 <--- Label for this type of analysis 417 | ! IR, IT, IG, DIR, DIT, DIG <--- Switches (0/1) to select the fields 418 | ! L1 L2 EPL <--- Bounds in longitude & increment (deg) 419 | ! C1 C2 EPC <--- Bounds in colatitude & increment (deg) 420 | ! GIVEN_TIME <--- Time (kyr) 421 | ! I_THI <--- Switch for the ice thickness map (0/1) 422 | ! 423 | ! 424 | !e.g. 425 | ! Local_Study 426 | ! 3 427 | ! 0 0 0 1 1 0 428 | ! 0.0 355.0 5.0 429 | ! 5.0 175.0 5.0 430 | ! 0.0 431 | ! 0 432 | ! 433 | ! 434 | ! 435 | ! 436 | ! 437 | ! 438 | ! 439 | ! ----------------------------------------------------------+ 440 | ! Local analysis of Type#4: Baselines rates at a given time | 441 | ! ----------------------------------------------------------+ 442 | ! 443 | ! This analysis concerns the rates of deformation of the 444 | ! baseline connecting two sites on the Earth surface. The rates 445 | ! are projected along the conventional VLBI components L, T, and V. 446 | ! The User is referred to the Theory section of the TABOO User 447 | ! guide for details on how to compute the L, T, and V rates. 448 | ! The User must supply some paramaters and a file containing 449 | ! information on the couples of sites connected by each baseline. 450 | ! It may be of one of two formats: 451 | ! 452 | ! 453 | ! Form #1 454 | ! ------- 455 | ! 456 | ! If code '1' is found in the first line of the file, the 457 | ! lines which follow contain the names of the two sites of the couple, in 458 | ! the form: 459 | ! 460 | ! site#1 site#2 461 | ! 462 | ! where site#1 and site#2 are names of the two sites. They must 463 | ! be given as two CHARACTER*8 constants aligned left and separated by 464 | ! two blank characters (the format is '(a8,2x,a8)'). A maximum of 100 465 | ! couples of sites can be given, the extra couples will be simply ignored. 466 | ! The names of the sites (e.g., ALGOPARK, RICHMOND, BREST...) are 467 | ! listed in the file site_locations.2001cn.1 which has been downloaded 468 | ! from the web site of the Goddard Geodetic VLBI Group 469 | ! (http://lupus.gsfc.nasa.gov/vlbi.html). This file is contained in the 470 | ! archive taboo.zip. TABOO reads the two CHARACTER*8 constants, copies 471 | ! from the NASA file the coordinates of the two sites, and performs 472 | ! a transformation from the original DMS to the decimal form. These 473 | ! coordinats are used to compute the L, T, and V components of the 474 | ! velocity of site#2 w.r.t. site#1 at the time GIVEN_TIME provided by 475 | ! the user (see below). 476 | ! 477 | ! 478 | ! 479 | ! Form #2 480 | ! ------- 481 | ! 482 | ! If the code '2' is found in the first row of the user- 483 | ! supplied file, the rows which follow contain the coordinates 484 | ! expressed in degrees (decimal form). The coordinates are 485 | ! LONG_1, COLA_1, LONG_2, COLA_2, where 1 and 2 refer to the 486 | ! sites, and LONG and COLA stand for longitude and colatitude, 487 | ! respectively (these ccordinates of course need not to be those 488 | ! of a real VLBI or GPS site). The coordinates, which can be given 489 | ! in free format, are used to compute the L, T, and V components of 490 | ! the velocity of site#2 w.r.t. site#1 at the time GIVEN_TIME provided 491 | ! by the user (see below). A maximum of 100 couples of sites can be 492 | ! given, the extra couples will be simply ignored. 493 | ! 494 | ! The user must supply the following records: 495 | ! 496 | ! 497 | ! Local_Study <--- TABOO Keyword 498 | ! 4 <--- Label for this type of analysis 499 | ! Filename <--- User-supplied file (see above, MAX 30 characters!) 500 | ! GIVEN_TIME <--- Time BP (kyr) 501 | ! 502 | !e.g. 503 | ! Local_Study 504 | ! 4 505 | !nomi_siti.dat vlbi_sites.dat 506 | ! 0.0 507 | ! 508 | ! 509 | ! 510 | ! 511 | ! <<<<<< LOCAL_STUDY CONFIGURATION >>>>>> 512 | ! 513 | Local_Study 514 | 3 ! On a map, at a given time 515 | 1 1 1 1 1 1 ! Switches (0/1) to select the fields 516 | 1.0 359.0 2.0 ! Bounds in longitude & increment (deg) 517 | 1.0 179.0 2.0 ! Bounds in colatitude & increment (deg) 518 | 0.0 ! Time (kyr) 519 | 0 ! Switch for the ice thickness map (0/1) 520 | ! 521 | ! 522 | ! 523 | ! 524 | ! 525 | ! 526 | ! +-----------------------------------+ 527 | ! | Choice of the GLOBAL Analysis | 528 | ! +-----------------------------------+ 529 | ! 530 | ! 531 | ! This section allows to configure the KW Global_Study, whose 532 | ! parameters describe the features of the study to be performed. 533 | ! Concerning the temporal parameters of this kw, we will adopt 534 | ! the same convention as for Local_Study: POSITIVE time values 535 | ! denote times BEFORE PRESENT (BP), whereas NEGATIVE time values are 536 | ! FUTURE times. 537 | ! At present, Global_Study can be configured in two manners. 538 | ! 539 | ! 540 | ! 541 | ! --------------------------------------------------------+ 542 | ! Global analysis of Type#1: Stokes coefficients vs time | 543 | ! --------------------------------------------------------+ 544 | ! 545 | ! This analysis allows to compute the variations of the Stokes 546 | ! coefficients of degree L and order M and their time derivatives 547 | ! as a function of time. The time range is [T1:T2] kyrs BP, and the 548 | ! time increment is DTI kyrs. 549 | ! 550 | ! 551 | ! Global_Study <--- Keyword 552 | ! 1 <--- Label for this type of analysis 553 | ! L M <--- Degree [2:36] & order of the Stokes coefficient 554 | ! Inorm <--- (0/1) If = 1, the coefficients will be fully normalized 555 | ! 556 | ! 557 | ! 558 | !e.g. 559 | ! Global_Study 560 | ! 1 561 | ! 5 0 562 | ! 0 563 | ! -8.0 -1.055 3.10 564 | ! 565 | ! 566 | ! 567 | ! 568 | ! 569 | ! 570 | ! 571 | ! ---------------------------------------------------+ 572 | ! Global analysis of Type#2: Inertia tensor vs time | 573 | ! ---------------------------------------------------+ 574 | ! 575 | ! This analysis allows to compute the variations of the Inertia 576 | ! tensor and their time derivatives as a function of time. The time 577 | ! range is [T1:T2] kyrs, and the time increment is DTI (>0) kyrs. 578 | ! 579 | ! 580 | ! Global_Study <--- Keyword 581 | ! 2 <--- Label for this type of analysis 582 | ! T1 T2 DTI <--- T1, T2, and DTI (kyrs) 583 | ! 584 | ! 585 | !e.g. 586 | ! Global_Study 587 | ! 2 588 | ! -20.0 13.0 1.10 589 | ! 590 | ! 591 | ! 592 | ! 593 | ! 594 | ! 595 | ! **************************** 596 | ! * End of file "task_3.dat" * 597 | ! **************************** 598 | -------------------------------------------------------------------------------- /EXAMPLES/task_3_ex02.dat: -------------------------------------------------------------------------------- 1 | Active 2 | ! 3 | ! ***************************************************** 4 | ! * This is file "task_3.dat" : Complex Glacial Loads * 5 | ! ***************************************************** 6 | ! 7 | ! 8 | ! 9 | ! 10 | ! 11 | ! 12 | ! 13 | ! 14 | ! 15 | ! 16 | ! +--------------------------------+ 17 | ! | Basic configuration of Task#3 | 18 | ! +--------------------------------+ 19 | ! 20 | ! In order to allow TABOO to execute Task#3 it is necessary 21 | ! to input some basic information. This is done here by means of the 22 | ! kw Harmonic_Degrees. The User must supply the following records: 23 | ! 24 | Harmonic_Degrees 25 | 2 72 ! min and max harmonic degrees 26 | 1 ! verbose mode (1->verbose, 0->silent) 27 | 0 ! only_elastic (0/1) if=1, a purely elastic analysis is requested 28 | 1 ! drop_modes (0/1) if=1, 'bad' modes are excluded from the computations 29 | ! 30 | ! 31 | ! 32 | ! 33 | ! 34 | ! +-------------------------------------------------------+ 35 | ! | Definition of the radial structure of the Earth model | 36 | ! +-------------------------------------------------------+ 37 | ! 38 | ! At the time of this writing, the user can choose one of 39 | ! following models, where NV is the number of viscoelastic 40 | ! layers and CODE allows to select a specific density and 41 | ! rigidity profile, which is normally taken from the literature. 42 | ! LT is the thickness of the elastic lithosphere, in km. 43 | ! See APPENDIX A1 of the User Guide for further details. 44 | ! 45 | ! 46 | ! NV=1 CODE=0 ---> Averaged PREM, 30 <= LT <= 300 km. 47 | ! NV=1 CODE=1 ---> Yuen Sabadini Boschi [1982], LT= 100 km. 48 | ! NV=1 CODE=2 ---> Ondrej Cadek, LT= 70 km. 49 | ! NV=1 CODE=3 ---> Ondrej Cadek, LT= 200 km. 50 | ! NV=1 CODE=4 ---> Giunchi & Spada [2000] BUT self-g., 30 <= LT <= 300 km 51 | ! 52 | ! NV=2 CODE=0 ---> Averaged PREM, 30 <= LT <= 300 km. 53 | ! NV=2 CODE=1 ---> Averaged PREM, BUT d(rho)/rho at 670 from PREM, 30 <= LT <= 300 km. 54 | ! NV=2 CODE=2 ---> Yuen Sabadini Boschi [1982], LT= 100 km. 55 | ! NV=2 CODE=3 ---> Bills & James [1997], LT= 100 km. 56 | ! NV=2 CODE=4 ---> Lefftz Sabadini Legros [1994], LT= 150 km. 57 | ! NV=2 CODE=5 ---> Piersanti Postseismic, LT= 80 km. 58 | ! NV=2 CODE=6 ---> Ricard Sabadini Spada [1992], Model h, LT= 100 km. 59 | ! 60 | ! NV=3 CODE=0 ---> Averaged PREM, 30 <= LT <= 300 km. 61 | ! NV=3 CODE=1 ---> NOT Averaged Prem, 30 <= LT <= 300 km., see Sbr. SPEC for details 62 | ! NV=3 CODE=2 ---> Cianetti Giunchi Spada [2002], LT= 120 km. 63 | ! NV=3 CODE=3 ---> James & Morgan [1990] GRL (table #1), LT= 120 Km. 64 | ! NV=3 CODE=4 ---> Similar to W. R. Peltier [1985], LT= 120 km. 65 | ! NV=3 CODE=5 ---> Paul Johnston [benchmark, 1997], LT= 70 km. 66 | ! 67 | ! NV=4 CODE=0 ---> Averaged PREM, 40 <= LT <= 150 km. 68 | ! NV=4 CODE=1 ---> Averaged PREM, LM not averaged in Rho, 40 <= LT <= 150 km. 69 | ! NV=4 CODE=2 ---> Averaged Prem, LM not averaged in Rho nor Mu, 40 <= LT <= 150 km. 70 | ! 71 | ! NV=7 CODE=0 ---> Averaged PREM, 40 <= LT <= 150 km. 3 SM layers, 4 LM layers. 72 | ! 73 | ! NV=9 CODE=0 ---> Averaged PREM, 40 <= LT <= 150 km. 3 SM layers, 4 LM layers. 74 | ! 75 | ! 76 | ! Please provide the following (see also the User guide): 77 | ! 78 | Make_Model 79 | 3 ! Number of Visco- Elastic layers (1,2,3,4,7,9, o 10) 80 | 2 ! Choose a specific density and rigidity profile from the above list. 81 | 120.0 ! Thickness of the elastic lithosphere (ignored for certain CODE values!) 82 | 0 ! Controls the thickness of the LM layers for NV=7 and 9. Otherwise ignored. 83 | 2.0 ! Viscosity of the bottom ve layer, in units of 10**21 Pa.s 84 | 1.0 ! ... 85 | 1.0 ! Viscosity of the topmost ve layer, in units of 10**21 Pa.s 86 | ! 87 | ! 88 | ! The keyword External_Model Reads the modes from the external file external.dat 89 | ! and supersedes any choice made above regarding the model to be employed. 90 | ! If External_Model is active, Make_Model must be inactive. See the User Guide. 91 | ! 92 | !External_Model 93 | ! 94 | ! 95 | ! 96 | ! 97 | ! 98 | ! 99 | ! 100 | ! 101 | ! 102 | ! 103 | ! 104 | ! +====================+ 105 | ! Option "1" ---> | "AD HOC" ICE LOAD | 106 | ! +====================+ 107 | ! 108 | ! 109 | ! To model an 'Ad Hoc' complex ice aggregate, you must configure the 110 | ! Ad_Hoc keyword as follows: 111 | ! 112 | ! 113 | ! +<---- Column #1 114 | ! | 115 | ! 116 | ! Ad_Hoc <--- Case-sensitive TABOO kw 117 | ! Filename <--- User- supplied file 118 | ! 119 | ! 120 | ! 121 | ! The records of Filename have the following structure: 122 | ! 123 | ! N <- Number of elements forming the complex load 124 | ! C_L IOC L_H <- Load type, Ocean switch & Time-History type <-----+ 125 | ! s_1 s_2 ... <- Geometrical attributes of the load | Block 126 | ! PAR <- Maximum Thickness (m), or mass (kg) | to be repeated for 127 | ! p_1 p_2 ... <- Temporal attributes | each of the N 128 | ! f_0 f_1 f_2 ... <- Other attributes | elements 129 | ! g_0 g_1 g_2 ... <- Other attribures <-------------+ 130 | ! 131 | ! 132 | ! The meaning of these parameters is explained in the following, but 133 | ! see also the User Guide for more details! 134 | ! 135 | ! 136 | ! *** Parameter C_L (load type) *** 137 | ! 138 | ! 139 | ! | s_1 = Longitude of the load center (deg) 140 | ! If C_L = 10 or 11 -> | s_2 = Co-latitude of the load center (") 141 | ! ================= | s_3 = Half- amplitude of the disc (") 142 | ! | PAR = Max. thickness of the (primary) 143 | ! disc load (m) 144 | ! 145 | ! 146 | ! | s_1 = Longitude of the load center (deg) 147 | ! If C_L = 20 or 21 -> | s_2 = Co-latitude of the load center (") 148 | ! ================= | s_3 = Half- amplitude of the disc (") 149 | ! | PAR = Max. thickness at the centre of 150 | ! the (primary) load (m) 151 | ! 152 | ! 153 | ! 154 | ! | s_1 = Longitudine of the load (deg) 155 | ! If C_L = 30 ----> | s_2 = Co-latitude of the load (") 156 | ! =========== | PAR = Max. mass of the point load (kg) 157 | ! 158 | ! 159 | ! 160 | ! | s_1 = Longitude of the load centroid (deg) 161 | ! | s_2 = Co-latitude of the load centroid (") 162 | ! If C_L = 30 ----> | s_3 = Load width in longitude (") 163 | ! =========== | s_4 = Load width in congitude (") 164 | ! | PAR = Max. thickness of the load (m) 165 | ! 166 | ! 167 | ! 168 | ! *** Parameter L_h (history type) *** 169 | ! 170 | ! 171 | ! 172 | ! If L_h = 0 --> | p_1 = Time Since Loading (kyr) 173 | ! ++++++++++ 174 | ! 175 | ! 176 | ! If L_h = 1 --> | p_1 = Time Since Un-loading (kyr) 177 | ! ++++++++++ 178 | ! 179 | ! 180 | ! If L_h = 2 --> | p_1 = Time Since Un-loading (kyr) 181 | ! ++++++++++ | p_2 = Lapse of time between loading & un-loading (kyrs) 182 | ! 183 | ! 184 | ! 185 | ! If L_h = 3 --> | p_1 = Time Since the Beginning of Deglaciation (kyrs) 186 | ! ++++++++++ | p_2 = Duration of the phase of deglaciation ( " ) 187 | ! 188 | ! 189 | ! 190 | ! | p_1 = Time Since the Beginning of the Last Deglaciation (kyrs) 191 | ! If L_h = 4 --> | p_2 = Duration of the loading phase ( " ) 192 | ! ++++++++++ | p_3 = Duration of the un- loading phase ( " ) 193 | ! | p_4 = Number of (loading+unloading) phases 194 | ! in addition to the last (INTEGER) 195 | ! 196 | ! 197 | ! 198 | ! If L_h = 5 --> | p_1 = Time since time t=0 (kyrs) 199 | ! ++++++++++ | p_2 = Period of the sinusoid (kyrs) 200 | ! 201 | ! 202 | ! 203 | ! | p_1 = Time since the Beginning of the 204 | ! Piecewise Linear Phase (PLP) (kyr) 205 | ! If L_h = 6 --> | p_2 = NNS = Number of intervals characterizing the PLP (INTEGER) 206 | ! ++++++++++ | f_k = time t_k (t_0 = 0.0 kyrs by convention) (k=0,...,NNS) 207 | ! | g_k = load thickness (m) (or mass, kg) at time t_k ( " ) 208 | ! i) the PAR parameter will be superseded by MAX(g_k) 209 | ! ii) give the f_k's and the g_k's in one row! 210 | ! 211 | ! 212 | ! 213 | ! | p_1 = Time since the Beginning of the 214 | ! Piecewise Constant Phase (PCP) (kyr) 215 | ! If L_h = 7 --> | p_2 = Duration of each time step during the PCP ( " ) 216 | ! ++++++++++ | p_3 = NS = Number of steps during the PCP ( " ) 217 | ! | f_k = Load thickness (m) (or mass, kg) at step #k (k=0,...,NS) 218 | ! i) By convention, f_0 refers to the period before the PCP 219 | ! (also called step#0) 220 | ! ii) By convention, after the PCP (step#NS+1): f_(NS+1)=f_NS 221 | ! iii) The PAR parameter will be superseded by MAX(f_k) 222 | ! iv) Give the f_k's in one row! 223 | ! 224 | ! 225 | ! 226 | ! 227 | ! | p_1 = Time since the Beginning of the 228 | ! Piecewise Constant Phase (PCP) (kyr) 229 | ! If L_h = 8 --> | p_2 = Duration of each time step during the PCP ( " ) 230 | ! ++++++++++ | p_3 = NS = Number of steps during the PCP ( " ) 231 | ! | p_4 = Length of the loading phase prior to the PCP 232 | ! | f_k = Load thickness (m) (or mass, kg) at step #k (k=0,...,NS) 233 | ! i) By convention, f_0 refers to the period before the PCP 234 | ! (also called step#0) 235 | ! ii) By convention, after the PCP (step#NS+1): f_(NS+1)=f_NS 236 | ! iii) The PAR parameter will be superseded by MAX(f_k) 237 | ! iv) Give the g_k's in one row! 238 | ! 239 | !e.g. 240 | !Ad_Hoc 241 | !complex_e31.dat 242 | ! 243 | ! 244 | ! 245 | ! 246 | ! 247 | ! 248 | ! 249 | ! 250 | ! 251 | ! 252 | ! 253 | ! +================================+ 254 | ! Option "2" ---> | A PREEXISTING COMPLEX ICE LOAD | 255 | ! +================================+ 256 | ! 257 | ! 258 | ! In TABOO, there is the possibility of dealing with the complex 259 | ! ice loads of the type ICE*, developed by W. R. Peltier and 260 | ! co-authors. To date, we have implemented ICE1, ICE2, and ICE3G. 261 | ! In all of these glacial models, the time-history is of the kind 262 | ! l_h = 7 (see the User guide), and the PCP (Piecewise Constant Phase) 263 | ! is 18 kyrs long. The beginning of the PCP is placed at 18 kyrs BP. 264 | ! Furthermore, it is assumed that before the deglaciation, the Earth 265 | ! is in a state of isostatic equilibrium. 266 | ! The User can change the native features of ICE* by introducing a 267 | ! finite loading phase before the beginning of deglaciation (from l_h=7 268 | ! to l_h=8), or substituting the rectangular elements (c_l=50) of ICE1 269 | ! and ICE2 with discs (C_L=10). It is also possible to impose mass 270 | ! conservation assuming that the melt water is discharged uniformly on 271 | ! oceans of realistic shape, or to deal with sub-aggregates of the 272 | ! deglaciation models separately. 273 | ! 274 | ! You must supply the following records: 275 | ! 276 | ! 277 | ! +-------------- First column 278 | ! | 279 | ! | 280 | ! ^ 281 | ! Keyword <--- kw = Ice_1, Ice_2 or Ice_3 282 | ! IOC <--- (0/1) Ocean switch 283 | ! FRTD <--- (0/1) Conversion from c_l=50 to c_l=10 (only for Ice_1 & Ice_2) 284 | ! F7T8 tau <--- (0/1) Conversion from L_h=7 to l_h=8 & length of loading phase (kyrs) 285 | ! Scale <--- Scales the thickness of the ice elements by SCALE 286 | ! KS <--- Number of sub-aggregates of kw to be included 287 | ! sub_1 <--------+ 288 | ! sub_2 | 289 | ! . | 290 | ! . | sub_k = k-th sub-aggregates of I_* (k=1,..,KS) 291 | ! . | 292 | ! sub_KS <--------+ 293 | ! | 294 | ! | 295 | ! +--------- First column 296 | ! 297 | ! 298 | ! 299 | ! 300 | ! 301 | ! 302 | ! 303 | ! 304 | Ice_3 305 | 1 ! IOC (0/1) Ocean switch 306 | 0 ! FRTD (0/1) Conversion from c_l=50 to c_l=10 (only for Ice_1 & Ice_2) 307 | 0 100.0 ! F7T8, TAU (0/1) Conversion from L_h=7 to l_h=8 & length of loading phase (kyrs) 308 | 1.0 ! Scales the thickness of the ice elements by SCALE 309 | 1 ! Number of sub-aggregates of kw to be included 310 | ice3.dat ! i-th sub-aggregates 311 | ! 312 | ! 313 | ! 314 | ! 315 | ! 316 | ! 317 | ! 318 | ! +----------------------------------+ 319 | ! | Choice of the LOCAL Analysis | 320 | ! +----------------------------------+ 321 | ! 322 | ! 323 | ! This section allows to configure the KW Local_Study. The 324 | ! parameters of this kw describe the spatial and temporal features 325 | ! of the analysis to be performed. 326 | ! Concerning the temporal parameters of this keyword, we will 327 | ! adopt this convention: POSITIVE time values denote times BEFORE 328 | ! PRESENT (BP), whereas NEGATIVE time values are FUTURE times. 329 | ! At present, Local_Study can be configured in six 330 | ! different manners. 331 | ! 332 | ! 333 | ! 334 | ! ----------------------------------------------------------+ 335 | ! Local analysis of Type#1: One observer, and various times | 336 | ! ----------------------------------------------------------+ 337 | ! 338 | ! In this analysis the fields are computed at a given point (observer) 339 | ! of longitude LON and colatitude COL, for times between T1 kyrs BP and T2 340 | ! kyrs BP (where T2 >= T1) with increments equal to DTI (> 0) kyrs. 341 | ! 342 | ! The user must supply the following records: 343 | ! 344 | ! 345 | ! Local_Study <--- kw 346 | ! 1 <--- Label for the type of analysis 347 | ! IR, IT, IG, DIR, DIT, DIG <--- Switches (0/1) to select the fields 348 | ! LON COL <--- Coordinates of the observer 349 | ! T1 T2 DTI <--- T1, T2, and DTI (kyrs) 350 | ! 351 | !e.g. 352 | ! Local_Study 353 | ! 1 354 | ! 1 1 1 1 1 1 355 | ! 12.2 45.8 270.0 30.0 356 | ! 0.0 0.0 0.1 357 | ! 358 | ! 359 | ! 360 | ! 361 | ! 362 | ! 363 | ! 364 | ! ------------------------------------------------------------+ 365 | ! Local analysis of Type#2: More observers, and various times | 366 | ! ------------------------------------------------------------+ 367 | ! 368 | ! In this analysis the fields are computed on a set of points provided 369 | ! by an user supplied file. Each row of this file, written in free format, 370 | ! contains LONG_k, COLA_k (k=1, ...,N), where LONG_k and COLA_k are the 371 | ! coordinates of the k-th observer in DEGREES. The maximum number of 372 | ! observers is N=12000. The time ranges between T1 kyrs BP and T2 kyrs 373 | ! BP (T10) kyrs (this interval is the same 374 | ! for all the observers). 375 | ! 376 | ! The user must supply the following records: 377 | ! 378 | ! 379 | ! Local_Study <--- Keyword 380 | ! 2 <--- Labels this type of analysis 381 | ! IR, IT, IG, DIR, DIT, DIG <--- Switches (0/1) to select the fields 382 | ! Filename <--- user-supplied filename (max 30 characters) 383 | ! T1 T2 DTI <--- TMIN, TMAX, and DELTAT (kyrs) 384 | ! 385 | !e.g. 386 | !Local_Study 387 | ! 2 388 | ! 1 1 0 0 0 0 389 | !sprs.dat 390 | ! 18.0 18.0 1.0 391 | ! 392 | ! 393 | ! 394 | ! 395 | ! 396 | ! 397 | ! 398 | ! 399 | ! 400 | ! 401 | ! ----------------------------------------------------+ 402 | ! Local analysis of Type#3: On a map, at a given time | 403 | ! ----------------------------------------------------+ 404 | ! 405 | ! In this analysis, the fields are computed on a regular grid of 406 | ! points on the Earth surface. On the grid points the longitude 407 | ! and the colatitude vary in the ranges [L1:L2] and [C1:C2] degrees, 408 | ! respectively. The increments are EPL degrees in longitude and EPC 409 | ! degrees in colatitude. The fields are computed at the time GIVEN_TIME 410 | ! (in units of kyrs, as usual). 411 | ! 412 | ! The user must supply the following records: 413 | ! 414 | ! Local_Study <--- Keyword 415 | ! 3 <--- Label for this type of analysis 416 | ! IR, IT, IG, DIR, DIT, DIG <--- Switches (0/1) to select the fields 417 | ! L1 L2 EPL <--- Bounds in longitude & increment (deg) 418 | ! C1 C2 EPC <--- Bounds in colatitude & increment (deg) 419 | ! GIVEN_TIME <--- Time (kyr) 420 | ! I_THI <--- Switch for the ice thickness map (0/1) 421 | ! 422 | ! 423 | !e.g. 424 | ! Local_Study 425 | ! 3 426 | ! 0 0 0 1 1 0 427 | ! 0.0 355.0 5.0 428 | ! 5.0 175.0 5.0 429 | ! 0.0 430 | ! 0 431 | ! 432 | ! 433 | ! 434 | ! 435 | ! 436 | ! 437 | ! 438 | ! ----------------------------------------------------------+ 439 | ! Local analysis of Type#4: Baselines rates at a given time | 440 | ! ----------------------------------------------------------+ 441 | ! 442 | ! This analysis concerns the rates of deformation of the 443 | ! baseline connecting two sites on the Earth surface. The rates 444 | ! are projected along the conventional VLBI components L, T, and V. 445 | ! The User is referred to the Theory section of the TABOO User 446 | ! guide for details on how to compute the L, T, and V rates. 447 | ! The User must supply some paramaters and a file containing 448 | ! information on the couples of sites connected by each baseline. 449 | ! It may be of one of two formats: 450 | ! 451 | ! 452 | ! Form #1 453 | ! ------- 454 | ! 455 | ! If code '1' is found in the first line of the file, the 456 | ! lines which follow contain the names of the two sites of the couple, in 457 | ! the form: 458 | ! 459 | ! site#1 site#2 460 | ! 461 | ! where site#1 and site#2 are names of the two sites. They must 462 | ! be given as two CHARACTER*8 constants aligned left and separated by 463 | ! two blank characters (the format is '(a8,2x,a8)'). A maximum of 100 464 | ! couples of sites can be given, the extra couples will be simply ignored. 465 | ! The names of the sites (e.g., ALGOPARK, RICHMOND, BREST...) are 466 | ! listed in the file site_locations.2001cn.1 which has been downloaded 467 | ! from the web site of the Goddard Geodetic VLBI Group 468 | ! (http://lupus.gsfc.nasa.gov/vlbi.html). This file is contained in the 469 | ! archive taboo.zip. TABOO reads the two CHARACTER*8 constants, copies 470 | ! from the NASA file the coordinates of the two sites, and performs 471 | ! a transformation from the original DMS to the decimal form. These 472 | ! coordinats are used to compute the L, T, and V components of the 473 | ! velocity of site#2 w.r.t. site#1 at the time GIVEN_TIME provided by 474 | ! the user (see below). 475 | ! 476 | ! 477 | ! 478 | ! Form #2 479 | ! ------- 480 | ! 481 | ! If the code '2' is found in the first row of the user- 482 | ! supplied file, the rows which follow contain the coordinates 483 | ! expressed in degrees (decimal form). The coordinates are 484 | ! LONG_1, COLA_1, LONG_2, COLA_2, where 1 and 2 refer to the 485 | ! sites, and LONG and COLA stand for longitude and colatitude, 486 | ! respectively (these ccordinates of course need not to be those 487 | ! of a real VLBI or GPS site). The coordinates, which can be given 488 | ! in free format, are used to compute the L, T, and V components of 489 | ! the velocity of site#2 w.r.t. site#1 at the time GIVEN_TIME provided 490 | ! by the user (see below). A maximum of 100 couples of sites can be 491 | ! given, the extra couples will be simply ignored. 492 | ! 493 | ! The user must supply the following records: 494 | ! 495 | ! 496 | ! Local_Study <--- TABOO Keyword 497 | ! 4 <--- Label for this type of analysis 498 | ! Filename <--- User-supplied file (see above, MAX 30 characters!) 499 | ! GIVEN_TIME <--- Time BP (kyr) 500 | ! 501 | !e.g. 502 | ! Local_Study 503 | ! 4 504 | !nomi_siti.dat vlbi_sites.dat 505 | ! 0.0 506 | ! 507 | ! 508 | ! 509 | ! 510 | ! <<<<<< LOCAL_STUDY CONFIGURATION >>>>>> 511 | ! 512 | Local_Study 513 | 1 ! One observer, and various times 514 | 1 1 1 1 1 1 ! Switches (0/1) to select the fields 515 | 12.2 45.8 ! Coordinates of the observer 516 | 0.0 0.0 0.1 ! T1, T2, and DTI (kyrs) 517 | ! 518 | ! 519 | ! 520 | ! 521 | ! 522 | ! 523 | ! +-----------------------------------+ 524 | ! | Choice of the GLOBAL Analysis | 525 | ! +-----------------------------------+ 526 | ! 527 | ! 528 | ! This section allows to configure the KW Global_Study, whose 529 | ! parameters describe the features of the study to be performed. 530 | ! Concerning the temporal parameters of this kw, we will adopt 531 | ! the same convention as for Local_Study: POSITIVE time values 532 | ! denote times BEFORE PRESENT (BP), whereas NEGATIVE time values are 533 | ! FUTURE times. 534 | ! At present, Global_Study can be configured in two manners. 535 | ! 536 | ! 537 | ! 538 | ! --------------------------------------------------------+ 539 | ! Global analysis of Type#1: Stokes coefficients vs time | 540 | ! --------------------------------------------------------+ 541 | ! 542 | ! This analysis allows to compute the variations of the Stokes 543 | ! coefficients of degree L and order M and their time derivatives 544 | ! as a function of time. The time range is [T1:T2] kyrs BP, and the 545 | ! time increment is DTI kyrs. 546 | ! 547 | ! 548 | ! Global_Study <--- Keyword 549 | ! 1 <--- Label for this type of analysis 550 | ! L M <--- Degree [2:36] & order of the Stokes coefficient 551 | ! Inorm <--- (0/1) If = 1, the coefficients will be fully normalized 552 | ! 553 | ! 554 | ! 555 | !e.g. 556 | ! Global_Study 557 | ! 1 558 | ! 5 0 559 | ! 0 560 | ! -8.0 -1.055 3.10 561 | ! 562 | ! 563 | ! 564 | ! 565 | ! 566 | ! 567 | ! 568 | ! ---------------------------------------------------+ 569 | ! Global analysis of Type#2: Inertia tensor vs time | 570 | ! ---------------------------------------------------+ 571 | ! 572 | ! This analysis allows to compute the variations of the Inertia 573 | ! tensor and their time derivatives as a function of time. The time 574 | ! range is [T1:T2] kyrs, and the time increment is DTI (>0) kyrs. 575 | ! 576 | ! 577 | ! Global_Study <--- Keyword 578 | ! 2 <--- Label for this type of analysis 579 | ! T1 T2 DTI <--- T1, T2, and DTI (kyrs) 580 | ! 581 | ! 582 | !e.g. 583 | ! Global_Study 584 | ! 2 585 | ! -20.0 13.0 1.10 586 | ! 587 | ! 588 | ! 589 | ! 590 | ! 591 | ! 592 | ! **************************** 593 | ! * End of file "task_3.dat" * 594 | ! **************************** 595 | --------------------------------------------------------------------------------