Index: unk/anuga_core/source/anuga/shallow_water/okada.f
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/okada.f	(revision 9454)
+++ 	(revision )
@@ -1,367 +1,0 @@
-      subroutine okadatest(x,y,z,n,depth,xlength,xwidth,dip,rake,slip)
-Cf2py   intent(out) z
-Cf2py   intent(in) x,y,n,depth,dip,rake,slip,xlength,xwidth
-      implicit real*8 (a-h,o-z)
-      real*8 x(n),y(n),z(n),zero
-      data alp,disl3,zero/0.5,0.,0./
-      
-      disl1 = slip*cos(rake)
-      disl2 = slip*sin(rake)
-      cd = cos(dip)
-      sd = sin(dip)
-      do 100 i=1,n
-c         dx = x(i)-x0
-c         dy = y(i)-y0
-c         xr = dx*sin(strike) + dy*cos(strike)
-c         yr = dy*sin(strike) - dx*cos(strike)
-         call srectf(alp,x(i)*.001,y(i)*.001,depth*.001,zero,xlength,
-     &        zero,xwidth,sd,cd,disl1,disl2,disl3,u1,u2,u3,u11,u12,
-     &        u21,u22,u31,u32)
-         z(i) = u3
- 100  continue
-      return
-      end
-
-
-C********************************************************************   00570000
-      SUBROUTINE  SPOINT(ALP,X,Y,DEP,SD,CD,POT1,POT2,POT3,              00530000
-     *                   U1,U2,U3,U11,U12,U21,U22,U31,U32)              00540000
-      IMPLICIT REAL*8 (A-H,O-Z)                                         00550000
-C                                                                       00560000
-C********************************************************************   00570000
-C*****                                                          *****   00580000
-C*****    SURFACE DISPLACEMENT,STRAIN,TILT                      *****   00590000
-C*****    DUE TO BURIED POINT SOURCE IN A SEMIINFINITE MEDIUM   *****   00600000
-C*****                         CODED BY  Y.OKADA ... JAN 1985   *****   00610000
-C*****                                                          *****   00620000
-C********************************************************************   00630000
-C                                                                       00640000
-C***** INPUT                                                            00650000
-C*****   ALP   : MEDIUM CONSTANT  MYU/(LAMDA+MYU)=1./((VP/VS)**2-1)     00660000
-C*****   X,Y   : COORDINATE OF STATION                                  00670000
-C*****   DEP     : SOURCE DEPTH                                         00680000
-C*****   SD,CD : SIN,COS OF DIP-ANGLE                                   00690000
-C*****          (CD=0.D0, SD=+/-1.D0 SHOULD BE GIVEN FOR VERTICAL FAULT)00700000
-C*****   POT1,POT2,POT3 : STRIKE-, DIP- AND TENSILE-POTENCY             00710000
-C*****       POTENCY=(  MOMENT OF DOUBLE-COUPLE  )/MYU    FOR POT1,2    00720000
-C*****       POTENCY=(INTENSITY OF ISOTROPIC PART)/LAMDA  FOR POT3      00730000
-C                                                                       00740000
-C***** OUTPUT                                                           00750000
-C*****   U1, U2, U3      : DISPLACEMENT ( UNIT=(UNIT OF POTENCY) /      00760000
-C*****                   :                     (UNIT OF X,Y,D)**2  )    00770000
-C*****   U11,U12,U21,U22 : STRAIN       ( UNIT= UNIT OF POTENCY) /      00780000
-C*****   U31,U32         : TILT                (UNIT OF X,Y,D)**3  )    00790000
-C                                                                       00800000
-      DATA  F0,F1,F2,F3,F4,F5,F8,F9                                     00810000
-     *      /0.D0, 1.D0, 2.D0, 3.D0, 4.D0, 5.D0, 8.D0, 9.D0/            00820000
-      PI2=6.283185307179586D0                                           00830000
-C-----                                                                  00840000
-      D =DEP                                                            00850000
-      P =Y*CD + D*SD                                                    00860000
-      Q =Y*SD - D*CD                                                    00870000
-      S =P*SD + Q*CD                                                    00880000
-      X2=X*X                                                            00890000
-      Y2=Y*Y                                                            00900000
-      XY=X*Y                                                            00910000
-      D2=D*D                                                            00920000
-      R2=X2 + Y2 + D2                                                   00930000
-      R =SQRT(R2)                                                       00940000
-      R3=R *R2                                                          00950000
-      R5=R3*R2                                                          00960000
-      QR=F3*Q/R5                                                        00970000
-      XR =F5*X2/R2                                                      00980000
-      YR =F5*Y2/R2                                                      00990000
-      XYR=F5*XY/R2                                                      01000000
-      DR =F5*D /R2                                                      01010000
-      RD =R + D                                                         01020000
-      R12=F1/(R*RD*RD)                                                  01030000
-      R32=R12*(F2*R + D)/ R2                                            01040000
-      R33=R12*(F3*R + D)/(R2*RD)                                        01050000
-      R53=R12*(F8*R2 + F9*R*D + F3*D2)/(R2*R2*RD)                       01060000
-      R54=R12*(F5*R2 + F4*R*D +    D2)/R3*R12                           01070000
-C-----                                                                  01080000
-      A1= ALP*Y*(R12-X2*R33)                                            01090000
-      A2= ALP*X*(R12-Y2*R33)                                            01100000
-      A3= ALP*X/R3 - A2                                                 01110000
-      A4=-ALP*XY*R32                                                    01120000
-      A5= ALP*( F1/(R*RD) - X2*R32 )                                    01130000
-      B1= ALP*(-F3*XY*R33      + F3*X2*XY*R54)                          01140000
-      B2= ALP*( F1/R3 - F3*R12 + F3*X2*Y2*R54)                          01150000
-      B3= ALP*( F1/R3 - F3*X2/R5) - B2                                  01160000
-      B4=-ALP*F3*XY/R5 - B1                                             01170000
-      C1=-ALP*Y*(R32 - X2*R53)                                          01180000
-      C2=-ALP*X*(R32 - Y2*R53)                                          01190000
-      C3=-ALP*F3*X*D/R5 - C2                                            01200000
-C-----                                                                  01210000
-      U1 =F0                                                            01220000
-      U2 =F0                                                            01230000
-      U3 =F0                                                            01240000
-      U11=F0                                                            01250000
-      U12=F0                                                            01260000
-      U21=F0                                                            01270000
-      U22=F0                                                            01280000
-      U31=F0                                                            01290000
-      U32=F0                                                            01300000
-C======================================                                 01310000
-C=====  STRIKE-SLIP CONTRIBUTION  =====                                 01320000
-C======================================                                 01330000
-      IF(POT1.EQ.F0)   GO TO 200                                        01340000
-      UN=POT1/PI2                                                       01350000
-      QRX=QR*X                                                          01360000
-      FX=F3*X/R5*SD                                                     01370000
-      U1 =U1 - UN*( QRX*X + A1*SD )                                     01380000
-      U2 =U2 - UN*( QRX*Y + A2*SD )                                     01390000
-      U3 =U3 - UN*( QRX*D + A4*SD )                                     01400000
-      U11=U11- UN*( QRX* (F2-XR)        + B1*SD )                       01410000
-      U12=U12- UN*(-QRX*XYR      + FX*X + B2*SD )                       01420000
-      U21=U21- UN*( QR*Y*(F1-XR)        + B2*SD )                       01430000
-      U22=U22- UN*( QRX *(F1-YR) + FX*Y + B4*SD )                       01440000
-      U31=U31- UN*( QR*D*(F1-XR)        + C1*SD )                       01450000
-      U32=U32- UN*(-QRX*DR*Y     + FX*D + C2*SD )                       01460000
-C======================================                                 01470000
-C=====    DIP-SLIP CONTRIBUTION   =====                                 01480000
-C======================================                                 01490000
-  200 IF(POT2.EQ.F0)   GO TO 300                                        01500000
-      UN=POT2/PI2                                                       01510000
-      SDCD=SD*CD                                                        01520000
-      QRP=QR*P                                                          01530000
-      FS=F3*S/R5                                                        01540000
-      U1 =U1 - UN*( QRP*X - A3*SDCD )                                   01550000
-      U2 =U2 - UN*( QRP*Y - A1*SDCD )                                   01560000
-      U3 =U3 - UN*( QRP*D - A5*SDCD )                                   01570000
-      U11=U11- UN*( QRP*(F1-XR)        - B3*SDCD )                      01580000
-      U12=U12- UN*(-QRP*XYR     + FS*X - B1*SDCD )                      01590000
-      U21=U21- UN*(-QRP*XYR            - B1*SDCD )                      01600000
-      U22=U22- UN*( QRP*(F1-YR) + FS*Y - B2*SDCD )                      01610000
-      U31=U31- UN*(-QRP*DR*X           - C3*SDCD )                      01620000
-      U32=U32- UN*(-QRP*DR*Y    + FS*D - C1*SDCD )                      01630000
-C========================================                               01640000
-C=====  TENSILE-FAULT CONTRIBUTION  =====                               01650000
-C========================================                               01660000
-  300 IF(POT3.EQ.F0)   GO TO 900                                        01670000
-      UN=POT3/PI2                                                       01680000
-      SDSD=SD*SD                                                        01690000
-      QRQ=QR*Q                                                          01700000
-      FQ=F2*QR*SD                                                       01710000
-      U1 =U1 + UN*( QRQ*X - A3*SDSD )                                   01720000
-      U2 =U2 + UN*( QRQ*Y - A1*SDSD )                                   01730000
-      U3 =U3 + UN*( QRQ*D - A5*SDSD )                                   01740000
-      U11=U11+ UN*( QRQ*(F1-XR)        - B3*SDSD )                      01750000
-      U12=U12+ UN*(-QRQ*XYR     + FQ*X - B1*SDSD )                      01760000
-      U21=U21+ UN*(-QRQ*XYR            - B1*SDSD )                      01770000
-      U22=U22+ UN*( QRQ*(F1-YR) + FQ*Y - B2*SDSD )                      01780000
-      U31=U31+ UN*(-QRQ*DR*X           - C3*SDSD )                      01790000
-      U32=U32+ UN*(-QRQ*DR*Y    + FQ*D - C1*SDSD )                      01800000
-C-----                                                                  01810000
-  900 RETURN                                                            01820000
-      END                                                               01830000
-      SUBROUTINE  SRECTF(ALP,X,Y,DEP,AL1,AL2,AW1,AW2,                   01840000
-     *                   SD,CD,DISL1,DISL2,DISL3,                       01850000
-     *                   U1,U2,U3,U11,U12,U21,U22,U31,U32)              01860000
-      IMPLICIT REAL*8 (A-H,O-Z)                                         01870000
-C                                                                       01880000
-C*********************************************************              01890000
-C*****                                               *****              01900000
-C*****    SURFACE DISPLACEMENT,STRAIN,TILT           *****              01910000
-C*****    DUE TO RECTANGULAR FAULT IN A HALF-SPACE   *****              01920000
-C*****              CODED BY  Y.OKADA ... JAN 1985   *****              01930000
-C*****                                               *****              01940000
-C*********************************************************              01950000
-C                                                                       01960000
-C***** INPUT                                                            01970000
-C*****   ALP     : MEDIUM CONSTANT  MYU/(LAMDA+MYU)=1./((VP/VS)**2-1)   01980000
-C*****   X,Y     : COORDINATE OF STATION                                01990000
-C*****   DEP     : SOURCE DEPTH                                         02000000
-C*****   AL1,AL2 : FAULT LENGTH RANGE                                   02010000
-C*****   AW1,AW2 : FAULT WIDTH RANGE                                    02020000
-C*****   SD,CD   : SIN,COS OF DIP-ANGLE                                 02030000
-C*****          (CD=0.D0, SD=+/-1.D0 SHOULD BE GIVEN FOR VERTICAL FAULT)02040000
-C*****   DISL1,DISL2,DISL3 : STRIKE-, DIP- AND TENSILE-DISLOCATION      02050000
-C                                                                       02060000
-C***** OUTPUT                                                           02070000
-C*****   U1, U2, U3      : DISPLACEMENT ( UNIT= UNIT OF DISL     )      02080000
-C*****   U11,U12,U21,U22 : STRAIN       ( UNIT= UNIT OF DISL /          02090000
-C*****   U31,U32         : TILT                 UNIT OF X,Y,,,AW )      02100000
-C                                                                       02110000
-C***** SUBROUTINE USED...SRECTG                                         02120000
-C                                                                       02130000
-      DIMENSION  U(9),DU(9)                                             02140000
-      DATA  F0, F1 / 0.D0, 1.D0 /                                       02150000
-C-----                                                                  02160000
-      P = Y*CD + DEP*SD                                                 02170000
-      Q = Y*SD - DEP*CD                                                 02180000
-      DO 1111  I=1,9                                                    02190000
- 1111 U(I)=F0                                                           02200000
-C-----                                                                  02210000
-      DO 5555  K=1,2                                                    02220000
-       IF(K.EQ.1)  ET=P-AW1                                             02230000
-       IF(K.EQ.2)  ET=P-AW2                                             02240000
-       DO 4444  J=1,2                                                   02250000
-        IF(J.EQ.1)  XI=X-AL1                                            02260000
-        IF(J.EQ.2)  XI=X-AL2                                            02270000
-        JK=J+K                                                          02280000
-        IF(JK.NE.3)  SIGN= F1                                           02290000
-        IF(JK.EQ.3)  SIGN=-F1                                           02300000
-        CALL SRECTG(ALP,XI,ET,Q,SD,CD,DISL1,DISL2,DISL3,                02310000
-     *           DU(1),DU(2),DU(3),DU(4),DU(5),DU(6),DU(7),DU(8),DU(9)) 02320000
-        DO 3333  I=1,9                                                  02330000
-         U(I)=U(I)+SIGN*DU(I)                                           02340000
- 3333   CONTINUE                                                        02350000
- 4444  CONTINUE                                                         02360000
- 5555 CONTINUE                                                          02370000
-      U1 =U(1)                                                          02380000
-      U2 =U(2)                                                          02390000
-      U3 =U(3)                                                          02400000
-      U11=U(4)                                                          02410000
-      U12=U(5)                                                          02420000
-      U21=U(6)                                                          02430000
-      U22=U(7)                                                          02440000
-      U31=U(8)                                                          02450000
-      U32=U(9)                                                          02460000
-      RETURN                                                            02470000
-      END                                                               02480000
-      SUBROUTINE  SRECTG(ALP,XI,ET,Q,SD,CD,DISL1,DISL2,DISL3,           02490000
-     *                   U1,U2,U3,U11,U12,U21,U22,U31,U32)              02500000
-      IMPLICIT REAL*8 (A-H,O-Z)                                         02510000
-C                                                                       02520000
-C*********************************************************************  02530000
-C*****                                                           *****  02540000
-C*****  INDEFINITE INTEGRAL OF SURFACE DISPLACEMENT,STRAIN,TILT  *****  02550000
-C*****  DUE TO RECTANGULAR FAULT IN A HALF-SPACE                 *****  02560000
-C*****                          CODED BY  Y.OKADA ... JAN 1985   *****  02570000
-C*****                                                           *****  02580000
-C*********************************************************************  02590000
-C                                                                       02600000
-C***** INPUT                                                            02610000
-C*****   ALP     : MEDIUM CONSTANT  MYU/(LAMDA+MYU)=1./((VP/VS)**2-1)   02620000
-C*****   XI,ET,Q : FAULT COORDINATE                                     02630000
-C*****   SD,CD   : SIN,COS OF DIP-ANGLE                                 02640000
-C*****          (CD=0.D0, SD=+/-1.D0 SHOULD BE GIVEN FOR VERTICAL FAULT)02650000
-C*****   DISL1,DISL2,DISL3 : STRIKE-, DIP- AND TENSILE-DISLOCATION      02660000
-C                                                                       02670000
-C***** OUTPUT                                                           02680000
-C*****   U1, U2, U3      : DISPLACEMENT ( UNIT= UNIT OF DISL    )       02690000
-C*****   U11,U12,U21,U22 : STRAIN       ( UNIT= UNIT OF DISL /          02700000
-C*****   U31,U32         : TILT                 UNIT OF XI,ET,Q )       02710000
-C                                                                       02720000
-      DATA  F0,F1,F2/ 0.D0, 1.D0, 2.D0 /                                02730000
-      PI2=6.283185307179586D0                                           02740000
-C-----                                                                  02750000
-      XI2=XI*XI                                                         02760000
-      ET2=ET*ET                                                         02770000
-      Q2=Q*Q                                                            02780000
-      R2=XI2+ET2+Q2                                                     02790000
-      R =DSQRT(R2)                                                      02800000
-      R3=R*R2                                                           02810000
-      D =ET*SD-Q*CD                                                     02820000
-      Y =ET*CD+Q*SD                                                     02830000
-      RET=R+ET                                                          02840000
-      IF(RET.LT.F0)  RET=F0                                             02850000
-      RD =R+D                                                           02860000
-      RRD=F1/(R*RD)                                                     02870000
-C-----                                                                  02880000
-      IF( Q .NE.F0)  TT = DATAN( XI*ET/(Q*R) )                          02890000
-      IF( Q .EQ.F0)  TT = F0                                            02900000
-      IF(RET.NE.F0)  RE = F1/RET                                        02910000
-      IF(RET.EQ.F0)  RE = F0                                            02920000
-      IF(RET.NE.F0)  DLE= DLOG(RET)                                     02930000
-      IF(RET.EQ.F0)  DLE=-DLOG(R-ET)                                    02940000
-      RRX=F1/(R*(R+XI))                                                 02950000
-      RRE=RE/R                                                          02960000
-      AXI=(F2*R+XI)*RRX*RRX/R                                           02970000
-      AET=(F2*R+ET)*RRE*RRE/R                                           02980000
-      IF(CD.EQ.F0)  GO TO 20                                            02990000
-C==============================                                         03000000
-C=====   INCLINED FAULT   =====                                         03010000
-C==============================                                         03020000
-      TD=SD/CD                                                          03030000
-      X =DSQRT(XI2+Q2)                                                  03040000
-      IF(XI.EQ.F0)  A5=F0                                               03050000
-      IF(XI.NE.F0)                                                      03060000
-     *A5= ALP*F2/CD*DATAN( (ET*(X+Q*CD)+X*(R+X)*SD) / (XI*(R+X)*CD) )   03070000
-      A4= ALP/CD*( DLOG(RD) - SD*DLE )                                  03080000
-      A3= ALP*(Y/RD/CD - DLE) + TD*A4                                   03090000
-      A1=-ALP/CD*XI/RD        - TD*A5                                   03100000
-      C1= ALP/CD*XI*(RRD - SD*RRE)                                      03110000
-      C3= ALP/CD*(Q*RRE - Y*RRD)                                        03120000
-      B1= ALP/CD*(XI2*RRD - F1)/RD - TD*C3                              03130000
-      B2= ALP/CD*XI*Y*RRD/RD       - TD*C1                              03140000
-      GO TO 30                                                          03150000
-C==============================                                         03160000
-C=====   VERTICAL FAULT   =====                                         03170000
-C==============================                                         03180000
-   20 RD2=RD*RD                                                         03190000
-      A1=-ALP/F2*XI*Q/RD2                                               03200000
-      A3= ALP/F2*( ET/RD + Y*Q/RD2 - DLE )                              03210000
-      A4=-ALP*Q/RD                                                      03220000
-      A5=-ALP*XI*SD/RD                                                  03230000
-      B1= ALP/F2*  Q  /RD2*(F2*XI2*RRD - F1)                            03240000
-      B2= ALP/F2*XI*SD/RD2*(F2*Q2 *RRD - F1)                            03250000
-      C1= ALP*XI*Q*RRD/RD                                               03260000
-      C3= ALP*SD/RD*(XI2*RRD - F1)                                      03270000
-C-----                                                                  03280000
-   30 A2=-ALP*DLE - A3                                                  03290000
-      B3=-ALP*XI*RRE - B2                                               03300000
-      B4=-ALP*( CD/R + Q*SD*RRE ) - B1                                  03310000
-      C2= ALP*(-SD/R + Q*CD*RRE ) - C3                                  03320000
-C-----                                                                  03330000
-      U1 =F0                                                            03340000
-      U2 =F0                                                            03350000
-      U3 =F0                                                            03360000
-      U11=F0                                                            03370000
-      U12=F0                                                            03380000
-      U21=F0                                                            03390000
-      U22=F0                                                            03400000
-      U31=F0                                                            03410000
-      U32=F0                                                            03420000
-C======================================                                 03430000
-C=====  STRIKE-SLIP CONTRIBUTION  =====                                 03440000
-C======================================                                 03450000
-      IF(DISL1.EQ.F0)  GO TO 200                                        03460000
-      UN=DISL1/PI2                                                      03470000
-      REQ=RRE*Q                                                         03480000
-      U1 =U1 - UN*( REQ*XI +   TT    + A1*SD )                          03490000
-      U2 =U2 - UN*( REQ*Y  + Q*CD*RE + A2*SD )                          03500000
-      U3 =U3 - UN*( REQ*D  + Q*SD*RE + A4*SD )                          03510000
-      U11=U11+ UN*( XI2*Q*AET - B1*SD )                                 03520000
-      U12=U12+ UN*( XI2*XI*( D/(ET2+Q2)/R3 - AET*SD ) - B2*SD )         03530000
-      U21=U21+ UN*( XI*Q/R3*CD + (XI*Q2*AET - B2)*SD )                  03540000
-      U22=U22+ UN*( Y *Q/R3*CD + (Q*SD*(Q2*AET-F2*RRE)                  03550000
-     *                            -(XI2+ET2)/R3*CD - B4)*SD )           03560000
-      U31=U31+ UN*(-XI*Q2*AET*CD + (XI*Q/R3 - C1)*SD )                  03570000
-      U32=U32+ UN*( D*Q/R3*CD + (XI2*Q*AET*CD - SD/R + Y*Q/R3 - C2)*SD )03580000
-C===================================                                    03590000
-C=====  DIP-SLIP CONTRIBUTION  =====                                    03600000
-C===================================                                    03610000
-  200 IF(DISL2.EQ.F0)  GO TO 300                                        03620000
-      UN=DISL2/PI2                                                      03630000
-      SDCD=SD*CD                                                        03640000
-      U1 =U1 - UN*( Q/R             - A3*SDCD )                         03650000
-      U2 =U2 - UN*( Y*Q*RRX + CD*TT - A1*SDCD )                         03660000
-      U3 =U3 - UN*( D*Q*RRX + SD*TT - A5*SDCD )                         03670000
-      U11=U11+ UN*( XI*Q/R3            + B3*SDCD )                      03680000
-      U12=U12+ UN*( Y *Q/R3 - SD/R     + B1*SDCD )                      03690000
-      U21=U21+ UN*( Y *Q/R3 + Q*CD*RRE + B1*SDCD )                      03700000
-      U22=U22+ UN*( Y*Y*Q*AXI - (F2*Y*RRX + XI*CD*RRE)*SD + B2*SDCD )   03710000
-      U31=U31+ UN*( D *Q/R3 + Q*SD*RRE + C3*SDCD )                      03720000
-      U32=U32+ UN*( Y*D*Q*AXI - (F2*D*RRX + XI*SD*RRE)*SD + C1*SDCD )   03730000
-C========================================                               03740000
-C=====  TENSILE-FAULT CONTRIBUTION  =====                               03750000
-C========================================                               03760000
-  300 IF(DISL3.EQ.F0)  GO TO 900                                        03770000
-      UN=DISL3/PI2                                                      03780000
-      SDSD=SD*SD                                                        03790000
-      U1 =U1 + UN*( Q2*RRE                       - A3*SDSD )            03800000
-      U2 =U2 + UN*(-D*Q*RRX - SD*(XI*Q*RRE - TT) - A1*SDSD )            03810000
-      U3 =U3 + UN*( Y*Q*RRX + CD*(XI*Q*RRE - TT) - A5*SDSD )            03820000
-      U11=U11- UN*( XI*Q2*AET             + B3*SDSD )                   03830000
-      U12=U12- UN*(-D*Q/R3 - XI2*Q*AET*SD + B1*SDSD )                   03840000
-      U21=U21- UN*( Q2*(CD/R3 + Q*AET*SD) + B1*SDSD )                   03850000
-      U22=U22- UN*((Y*CD-D*SD)*Q2*AXI - F2*Q*SD*CD*RRX                  03860000
-     *                      - (XI*Q2*AET - B2)*SDSD )                   03870000
-      U31=U31- UN*( Q2*(SD/R3 - Q*AET*CD) + C3*SDSD )                   03880000
-      U32=U32- UN*((Y*SD+D*CD)*Q2*AXI + XI*Q2*AET*SD*CD                 03890000
-     *                       - (F2*Q*RRX - C1)*SDSD )                   03900000
-C-----                                                                  03910000
-  900 RETURN                                                            03920000
-      END                                                               03930000
Index: unk/anuga_core/source/anuga/shallow_water/okada_tsunami.py
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/okada_tsunami.py	(revision 9454)
+++ 	(revision )
@@ -1,347 +1,0 @@
-#
-# earthquake_tsunami function
-#
-"""
-This function returns a callable object representing an initial water
-   displacement generated by a submarine earthqauke.
-   
-The returned object is a callable okada function that represents
-the initial water displacement generated by a submarine earthuake.
-
-The underlying theory is based on:
- Okada, Y. (1985) Surface Deformation due to shear and tensile faults in a half
- space. Bulletin of the Seismological Society of America, 75(4)::1135-1154
-
-To use this function, you first must compile okada_tsunami_fortran.f (which should be in
-the same directory). This can be done with:
-
-f2py -c okada_tsunami_fortran.f -m okada_tsunami_fortran
-
-NOTE: Once I found that the above failed, but the following worked:
-f2py -c --fcompiler=gnu95 okada_tsunami_fortran.f -m okada_tsunami_fortran
-
-"""
-import numpy
-
-try:
-    import okada_tsunami_fortran
-except:
-    raise Exception,\
-    'okada_tsunami_fortran does not appear to be compiled.\n \
-    You can compile it by running the command:\n \
-    "f2py -c okada_tsunami_fortran.f -m okada_tsunami_fortran"\n \
-    in the shallow_water directory'
- 
-from pyproj import Proj
-import copy
-
-def earthquake_source(
-             source=None,                     # List, numeric array or constant
-             filename=None,                    # Okada input file
-             domain=None,
-             lon_lat_degrees=False,
-             lon_before_lat=True,
-             utm_zone=None,
-             proj4string=None,
-             dmax=-1.,
-             verbose=False):
-    """ Return a function representing the water surface displacement caused by
-        a given earthquake slip geometry.  This uses Okada's (1985) functions to
-        compute the deformation at the ground surface as a result of the slip.
-        
-        The earthquake slip geometry is represented with one or more
-        rectangular sub-faults, each with a given centroid, depth, length, width,
-        strike, dip, and displacement
-
-        The user may either provide this information using 'source' (a numpy
-        array), or with a file.
-
-        INPUT PARAMETERS:
-
-        source = numpy array, with rows containing the following parameters for
-                 every unit slip surface:
-
-                [centroid_x, centroid_y, centroid_depth,
-                 strike, dip, length, width, dis1, dis2,dis3]
-
-                See 'DETAILS' for more information.
-
-        filename = a filename containing the information for 'source'. 
-                 The first row is a header (e.g. column labels), and is skipped.
-
-        domain = An anuga 'domain' object. Used to transform coordinates onto
-                 the ANUGA coordinate system (which internally has lower-left = (0,0)).
-                 To avoid transforming coordinates, use domain=None.
-                 The latter would typically be useful in idealised
-                 (non-spatial) simulations.
-       
-        lon_lat_degrees = True/False --- Are centroid_x, centroid_y in degrees (True),
-                                 or metres (False)?  'False' is appropriate for 
-                                 UTM projected coordinates, or
-                                 for non-spatial coordinates in units of metres. 
-                                 The latter typically arise in
-                                 ANUGA simulations that don't represent a particular 
-                                 region of earth.
-
-        lon_before_lat = True / False. If True, then the first column of 'source' is
-                         assumed to be longitude (x), and the second is latitude. 
-                         Otherwise, the first is latitude (y), and the second is longitude
-            
-
-        utm_zone = The utm zone. If utm_zone is not None and lon_lat_degrees=True, then 
-                   the coordinates are projected to the UTM zone.
-                   Use integers, with negative to represent south. 
-                   e.g. UTM zone 55S is represented with utm_zone=-55. 
-                        UTM zone 55N would be utm_zone=55
-
-        proj4string = Alternative to utm_zone (more flexible). If proj4string is not None and lon_lat_degrees=True,
-                    then the coordinates are projected to the projection defined by this proj4string.
-                    Only one of utm_zone OR proj4string may be specified.  
-
-        OUTPUT:
-            A callable function(x,y), which outputs the sea floor deformation 
-            associated with the earthquake.
-            Typically, this is assumed to be identical to the water surface deformation, 
-            which should be okay if the earthquake duration is suffuciently short, and the 
-            propogation speed of the earthquake is much larger than the ocean gravity wave 
-            speed [ = sqrt(g*depth)]
-
-        USAGE:
-           tsunami_func = earthquake_source(filename='example_source.txt', lon_lat_degrees=True, utm_zone=-51,verbose=True)
-
-           tsunami_func(3000., 2000.)
-
-            Here 'example_source.txt' looks like this (top few rows including header):
-                fault_source
-                121.37900  -8.62500  3.5 -285.0 30.0   10.0  10.00   0.01   1.12 0.0
-                121.39900  -8.70000  8.5 -285.0 30.0   10.0  10.00  -0.24   1.09 0.0
-                121.42000  -8.77600 13.5 -285.0 30.0   10.0  10.00  -0.07   1.62 0.0
-                121.44000  -8.85100 18.5 -285.0 30.0   10.0  10.00   0.00   0.00 0.0
-                121.46700  -8.60200  3.5 -285.0 30.0   10.0  10.00   0.21   0.87 0.0
-
-            # Alternative usage if the coordinate order is swapped
-            tsunami_source = okada_tsunami.earthquake_source(filename='example_source.txt',\
-                         verbose=True, lon_lat_degrees=True, lon_before_lat=False, utm_zone=-56, domain=domain)
-
-        DETAILS:
-                 centroid_x,centroid_y, are x,y coordinates of the unit slip surface.
-                 Their units are either 'm' (if lon_lat_degrees = False), or else they are in decimal degrees (lon/lat)
-                 In the latter case, they will be reprojected to the utm_zone, since ANUGA coordinates are always in metres. 
- 
-                 centroid_depth = depth to the centroid of the fault plain (in km)
-
-                 strike is the fault angle (in degrees), measured from clockwise
-                 from north (or equivalently clockwise from any line x==constant, since we
-                 assume cartesian coordinates).
-
-                 dip is the slip surface dip (degrees downward from the horizontal). By convention, 
-                 the fault always dips to the right of the strike
-
-                 length = the length of the sub-fault (km)
-                 width  = the width of the sub-fault (km) DOWN THE DIP (i.e. width=surface_width/cos(dip))
-
-                 dis1, dis2, dis3 are the fault displacement components (m) in the
-                 directions 'along strike', 'up-dip', and 'perpendicular to the slip plain'.
-                 
-                 e.g. for a strike slip earthquake, with slip = 1: dis1 = 1, dis2 = 0, dis3 = 0.
-                      for a thrust slip earthquake, with slip = 1: dis1 = 0, dis2 = 1, dis3 = 0
-                      for a purely tensional displacement: dis1 = 0, dis2 = 0, dis3 > 0.
-    """
-
-    if filename is None and source is None:
-        raise Exception, 'Must have either Okada filename of numeric input for earthquake source'
-
-    # Read from file
-    if filename is not None:
-        # Check that we haven't also specified a source
-        if source is not None:
-            raise Exception, 'Cannot use both filename and numeric input for earthquake source'
-
-        # Open file
-        try:
-           lns = open(filename).readlines()
-        except:
-           raise Exception, 'Cannot read okada file %s' % filename
-        # Pack into 'source'
-        source = []
-        for line in lns[1:]:
-           source.append([float(x) for x in line.split()])
-
-        # Coerce to array
-        source = numpy.array(source)
-
-    # Hack to treat arrays with a single row
-    if(len(source.shape)==1):
-        source=source.reshape((1, source.shape[0]))
-    
-    # Switch the order of the spatial coordinates if needed 
-    if(lon_before_lat==False):
-        source2 = copy.copy(source)
-        source2[:,0] = copy.copy(source[:,1])
-        source2[:,1] = copy.copy(source[:,0])
-        source = source2
- 
-    # Convert from lon_lat coordinates if needed
-    if(lon_lat_degrees==True):
-        if (utm_zone is not None) or (proj4string is not None):
-
-            if (utm_zone is not None) and (proj4string is not None):
-                raise Exception, 'Only one of utm_zone or proj4string can not be None'
-
-            # Add a few sanity checks
-            lat_abs_max = max(abs(source[:,1]))
-            long_abs_max = max(abs(source[:,0]))
-            if(long_abs_max > 360):
-                raise Exception, 'Longitude absolute values > 360: Check your inputs'
-            if(lat_abs_max > 90):
-                raise Exception, 'Latitude absolute values > 90: Check your inputs'
-
-            if(utm_zone is not None): 
-                # Set up function to reproject coordinates
-                if verbose: print 'project utm_zone = ', utm_zone
-                p = Proj(proj='utm',south=utm_zone<0,zone=abs(utm_zone),ellps='WGS84')
-            else:
-                if verbose: print 'proj4string = ',proj4string 
-                p = Proj(proj4string)
-
-            # Store lon/lat for later printing
-            lon_store=copy.copy(source[:,0])
-            lat_store=copy.copy(source[:,1])
-
-            for i in range(len(source[:,0])):
-                source[i,0], source[i,1] = p(source[i,0], source[i,1])      
-        else:
-            raise Exception, 'Need utm_zone for lon_lat coordinates'
-
-    # Sanity checks
-    dip=source[:,4]
-    mindip=min(dip)
-    maxdip=max(dip)
-    if((mindip<0.)|(maxdip>90.)):
-        raise Exception, 'ERROR: Dip should be between 0 and 90 degrees'
-
-    depth=source[:,2]
-    width=source[:,6]
-    topdepth=depth-width/2.0*numpy.sin(dip/180.*numpy.pi)
-    if(topdepth.min() < 0.0):
-        print '  easting   northing   depth strike    dip length  width  disl1   disl2  disl3 topdepth'
-        for i in range(len(source[:,0])):
-            if(topdepth[i]<0.0):
-                print source[i,:], topdepth[i]
-
-        raise Exception, 'ERROR: The tops of some sub-faults are above the ground (printed above)'
-
-    #A few print statements
-    if verbose is True:
-        print 'Earthquake parameters:'
-        if lon_lat_degrees==False:
-            print '  easting   northing   depth strike    dip length  width  disl1   disl2  disl3'
-            for i in range(0,len(source)):
-               print '%9.3f  %10.3f  %4.1f  %5.1f   %4.1f  %5.1f  %5.1f  %5.2f  %5.2f %5.2f' % \
-                      (source[i,0],source[i,1],source[i,2],source[i,3],source[i,4],source[i,5],\
-                       source[i,6],source[i,7],source[i,8], source[i,9])
-        else:
-            print 'longitude  latitude transformed_easting transformed_northing depth  strike  dip  length  width  disl1 disl2 disl3'
-            for i in range(0,len(source)):
-                print ' %7.2f  %7.2f  %9.1f  %10.1f  %4.1f  %5.1f   %4.1f  %5.1f  %5.1f  %5.2f  %5.2f %5.2f' % \
-                       (lon_store[i], lat_store[i], source[i,0],source[i,1],\
-                        source[i,2],source[i,3],source[i,4],source[i,5],\
-                        source[i,6],source[i,7],source[i,8], source[i,9])
-
-    # Offset the coordinates, to translate into the ANUGA coordinate system
-    if domain is not None:
-        xllcorner = domain.geo_reference.get_xllcorner()
-        yllcorner = domain.geo_reference.get_yllcorner()
-        for i in range(0,len(source)):
-            source[i,0] -= xllcorner  # fault origin (relative)
-            source[i,1] -= yllcorner
-
-    # By now, we have converted to 'utm' coordinates         
-    return Okada_func(source,verbose=verbose,dmax=-1)
-
-###################################################################
-#
-# CONVENIENCE FUNCTIONS
-#
-
-def rotate_coordinates(coords, angle=0):
-    # Rotate coords = [x1, y1] by 'angle' anticlockwise about (0., 0.)
-    # Equivalently, write the point given by 'coords' in a new coordinate system, 
-    # formed by rotating the axes clockwise about (0., 0.)
-    ct=numpy.cos(angle/180.*numpy.pi)    
-    st=numpy.sin(angle/180.*numpy.pi)    
-
-    x = ct*coords[0] - st*coords[1]
-    y = st*coords[0] + ct*coords[1]
-
-    return [x,y]
-
-def okada_origin_2_slip_centroid(lower_left, eq_depth, eq_length, eq_width,eq_strike, eq_dip):
-    # Convenience function to convert from 'okadas' origin for an earthquake
-    # slip surface, to the slip surface centroid
-    # Note that both are assumed to be in 'real world' coordinates
-    # Which are not the same as okada's coordinate system  
-    #
-    # INPUTS:
-    # lower left = [x0, y0] == okada's origin (deepest point at the most negative end of the strike direction) (m)
-    # eq_depth = maximum depth of slip surface (km)
-    # eq_length, eq_width = rectangular fault dimensions (km)
-    # eq_strike, eq_dip  = fault orientation parameters (degrees)
-
-    #import pdb
-    #pdb.set_trace()
-    new_depth =eq_depth - (eq_width/2.0)*numpy.sin(eq_dip/180.*numpy.pi)
-   
-    eq_surface_width=eq_width*numpy.cos(eq_dip/180.*numpy.pi)
-    ## Rotate the offset to the centroid 
-    x_offset, y_offset = rotate_coordinates([eq_length/2.0, eq_surface_width/2.0], -(eq_strike-90.))
-
-    #print x_offset, y_offset
-    # Centriod values
-    new_x = lower_left[0] + x_offset*1000.
-    new_y = lower_left[1] + y_offset*1000.
-
-    return new_x, new_y, new_depth
-
-########################################################################
-
-#
-# Okada class
-#
-
-"""
-   This is a callable class representing the initial water displacment 
-   generated by an earthquake.
-
-"""
-
-class Okada_func:
-
-   def __init__(self, source,verbose=False,alp=0.5,dmax=-1.):
-      self.elon  = source[:,0]
-      self.elat  = source[:,1]
-      self.edep  = source[:,2]
-      self.strk  = source[:,3]
-      self.dip   = source[:,4]
-      self.lnt = source[:,5]
-      self.wdt = source[:,6]
-      self.disl1 = source[:,7]
-      self.disl2 = source[:,8]
-      self.alp     = alp
-      self.dmax    = dmax
-      self.verbose = verbose
-     
-      #print self.elon, self.elat, self.edep, self.strk, self.dip, self.lnt, self.wdt, self.disl1, self.disl2, self.alp, self.dmax, self.verbose
- 
-   def __call__(self, x, y):
-      """Make Okada_func a callable object.
-      
-      If called as a function, this object returns z values representing
-      the initial distribution of water heights at the points (x,y)
-      produced by a submarine mass failure.
-      """
-       
-      edsp,ndsp,zdsp = okada_tsunami_fortran.fault_disp(self.alp,self.elon,self.elat,self.edep,self.strk,self.dip,\
-                                             self.lnt,self.wdt,self.disl1,self.disl2,x,y,self.dmax)
-      return zdsp
- 
Index: unk/anuga_core/source/anuga/shallow_water/okada_tsunami_fortran.f
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/okada_tsunami_fortran.f	(revision 9454)
+++ 	(revision )
@@ -1,468 +1,0 @@
-      subroutine fault_disp(alp,elon,elat,edep,strk,dip,length,wdt,
-     &     disl1,disl2,rlon,rlat,dstmx,edsp,ndsp,zdsp,m,n)
-c***********************************************************************
-c   
-c***********************************************************************
-      Implicit REAL*8 (A-H,L,O-Z)
-      integer m,n
-
-      real*8,intent(in):: alp,elat(n),elon(n),edep(n),strk(n),dip(n)
-      real*8,intent(in):: dstmx,length(n),wdt(n),disl1(n),disl2(n)
-      real*8,intent(in):: rlon(m),rlat(m)
-      real*8,intent(out):: zdsp(m),edsp(m),ndsp(m)
-      
-      logical:: DEBUG
-c     Convenience flag for debugging -- will write various outputs to file
-      DEBUG=.FALSE. 
-   
-c      print*, 'IN FORTRAN'
-
-      IF(DEBUG.eqv..TRUE.) THEN  
-
-          open(32, file='mylog.log')
-          write(32,*) ' MYLOGGINGZ'
-
-          write(32,*) 'WRITING TO FILE'
-          write(32,*) 'Input pars:'
-          write(32,*) 'alp=', alp
-          write(32,*)  'elon=', elon
-          write(32,*)  'elat=',elat
-          write(32,*)  'edep=',edep
-          write(32,*)  'strk=',strk
-          write(32,*)  'dip=', dip
-          write(32,*)  'length=', length
-          write(32,*)  'wdt=',wdt
-          write(32,*)  'disl1, disl2, disl3=', disl1, disl2, disl3
-          write(32,*)  'rlon, rlat = ', rlon, rlat
-          write(32,*)  'm , n = ', m, n
- 
-      END IF
-
-      pi  = 4.*atan2(1.,1.)
-      dtr = pi/180.d0 ! degrees to radians
-      lt2k = 6371.d0*dtr ! latitude to kilometres
-
-c Initialize displacements to zero
-      do 50 j=1,m
-         ndsp(j) = 0.
-         edsp(j) = 0.
- 50      zdsp(j) = 0.
-
-c Loop over faults
-      do 200 i=1,n
-c Translate the origin from fault center to Okada's lower left corner
-         tmp2 = cos(dip(i)*dtr)
-         tmp1 = 0.5*sqrt(length(i)*length(i) + tmp2*wdt(i)*tmp2*wdt(i)) ! Half 'diagonal length' of surface projection of the slip area
-         tmp2 = atan2(tmp2*wdt(i),length(i)) ! Angle of triangle connecting corners of surface projection of slip area
-         odep = edep(i) + 0.5*wdt(i)*sin(dip(i)*dtr) ! Origin depth in Okada's reference frame
-
-c       Compute origin for Okada's reference frame
-c       GD CHANGES HERE
-         oy = elat(i) - 1000.*tmp1*cos(tmp2-strk(i)*dtr)
-         ox = elon(i) + 1000.*tmp1*sin(tmp2-strk(i)*dtr)
-c         ox = elon(i) - 1000.*tmp1*cos(tmp2-strk(i)*dtr)
-c         oy = elat(i) - 1000.*tmp1*sin(tmp2-strk(i)*dtr)
-
-         IF (DEBUG.eqv..TRUE.) THEN
-             write(32,*) 'Okada origin of subfault ',i,': ',ox,oy,odep
-             write(32,*) 'Subfault centroid ',elon(i),elat(i)
-             write(32,*) 'Strike, dip',strk(i), dip(i)
-             write(32,*) 'More pars:', tmp1,tmp2, n, m, length(i),wdt(i)
-             write(32,*) 'END'
-         END IF
-c Loop over displacement points
-         do 100 j=1,m
-c          Translate to new origin
-           x = (rlon(j) - ox)*.001
-           y = (rlat(j) - oy)*.001
-           d = sqrt(x**2+y**2) ! Find distance from origin
-           az = 90.-atan2(y,x)/dtr
-
-           IF(DEBUG.eqv..TRUE.) THEN
-               write(32,*) x,y,rlon(j),rlat(j),d,az,atan2(y,x)/dtr
-               write(32,*) 'END'
-           END IF
-
-c          Rotate into Okada's reference frame, which has the strike
-c          direction = positive x axis, with the origin at the deep end
-c          of the slip with the most negative value along the x axis.
-           y = d*sin(dtr*(strk(i)-az))
-           x = d*cos(dtr*(strk(i)-az))
-C           x = -d*sin(dtr*(strk(i)-az))
-c           y = d*cos(dtr*(strk(i)-az))
-           IF(DEBUG.eqv..TRUE.) THEN
-               write(32,*) x,y
-               write(32,*) 'END'
-           END IF
-c            write(*,*) x,y,d,az
-c Skip this contribution of distance exceeds the threshhold            
-            if (dstmx.gt.0. .and. sqrt(x*x+y*y).gt.dstmx) goto 100
-c      SUBROUTINE  SRECTF(ALP,X,Y,DEP,AL1,AL2,AW1,AW2,                   01840000
-c     *                   SD,CD,DISL1,DISL2,DISL3,                       01850000
-c     *                   U1,U2,U3,U11,U12,U21,U22,U31,U32)              01860000
-            IF(DEBUG.eqv..TRUE.) THEN
-                write(32,*) 'SRECTF INPUTS: ', alp, x, y, odep, 0.d0
-                write(32,*) length(i), 0.d0, wdt(i), sin(dip(i)*dtr)
-                write(32,*) cos(dip(i)*dtr), disl1(i), disl2(i), 0.d0
-            END IF
-
-            call srectf(alp,x,y,odep,0.d0,length(i),0.d0,wdt(i),
-     &           sin(dip(i)*dtr),cos(dip(i)*dtr),disl1(i),
-     &           disl2(i),0.d0,u1,u2,u3,u11,u12,u21,u22,u31,u32)
-            IF(DEBUG.eqv..TRUE.) THEN
-                write(32,*) 'U3 is: ', u3
-            END IF
-            edsp(j) = edsp(j) - u2*cos(strk(i)*dtr)+u1*sin(strk(i)*dtr)
-            ndsp(j) = ndsp(j) + u2*sin(strk(i)*dtr)+u1*cos(strk(i)*dtr)
-            zdsp(j) = zdsp(j) + u3
- 100     continue
- 200  continue
-
-      IF(DEBUG.eqv..TRUE.) THEN
-          close(32)
-      END IF
-      RETURN
-      END
-
-C********************************************************************   00570000
-      SUBROUTINE  SPOINT(ALP,X,Y,DEP,SD,CD,POT1,POT2,POT3,              00530000
-     *                   U1,U2,U3,U11,U12,U21,U22,U31,U32)              00540000
-      IMPLICIT REAL*8 (A-H,O-Z)                                         00550000
-C                                                                       00560000
-C********************************************************************   00570000
-C*****                                                          *****   00580000
-C*****    SURFACE DISPLACEMENT,STRAIN,TILT                      *****   00590000
-C*****    DUE TO BURIED POINT SOURCE IN A SEMIINFINITE MEDIUM   *****   00600000
-C*****                         CODED BY  Y.OKADA ... JAN 1985   *****   00610000
-C*****                                                          *****   00620000
-C********************************************************************   00630000
-C                                                                       00640000
-C***** INPUT                                                            00650000
-C*****   ALP   : MEDIUM CONSTANT  MYU/(LAMDA+MYU)=1./((VP/VS)**2-1)     00660000
-C*****   X,Y   : COORDINATE OF STATION                                  00670000
-C*****   DEP     : SOURCE DEPTH                                         00680000
-C*****   SD,CD : SIN,COS OF DIP-ANGLE                                   00690000
-C*****          (CD=0.D0, SD=+/-1.D0 SHOULD BE GIVEN FOR VERTICAL FAULT)00700000
-C*****   POT1,POT2,POT3 : STRIKE-, DIP- AND TENSILE-POTENCY             00710000
-C*****       POTENCY=(  MOMENT OF DOUBLE-COUPLE  )/MYU    FOR POT1,2    00720000
-C*****       POTENCY=(INTENSITY OF ISOTROPIC PART)/LAMDA  FOR POT3      00730000
-C                                                                       00740000
-C***** OUTPUT                                                           00750000
-C*****   U1, U2, U3      : DISPLACEMENT ( UNIT=(UNIT OF POTENCY) /      00760000
-C*****                   :                     (UNIT OF X,Y,D)**2  )    00770000
-C*****   U11,U12,U21,U22 : STRAIN       ( UNIT= UNIT OF POTENCY) /      00780000
-C*****   U31,U32         : TILT                (UNIT OF X,Y,D)**3  )    00790000
-C                                                                       00800000
-      DATA  F0,F1,F2,F3,F4,F5,F8,F9                                     00810000
-     *      /0.D0, 1.D0, 2.D0, 3.D0, 4.D0, 5.D0, 8.D0, 9.D0/            00820000
-      PI2=6.283185307179586D0                                           00830000
-C-----                                                                  00840000
-      D =DEP                                                            00850000
-      P =Y*CD + D*SD                                                    00860000
-      Q =Y*SD - D*CD                                                    00870000
-      S =P*SD + Q*CD                                                    00880000
-      X2=X*X                                                            00890000
-      Y2=Y*Y                                                            00900000
-      XY=X*Y                                                            00910000
-      D2=D*D                                                            00920000
-      R2=X2 + Y2 + D2                                                   00930000
-      R =SQRT(R2)                                                       00940000
-      R3=R *R2                                                          00950000
-      R5=R3*R2                                                          00960000
-      QR=F3*Q/R5                                                        00970000
-      XR =F5*X2/R2                                                      00980000
-      YR =F5*Y2/R2                                                      00990000
-      XYR=F5*XY/R2                                                      01000000
-      DR =F5*D /R2                                                      01010000
-      RD =R + D                                                         01020000
-      R12=F1/(R*RD*RD)                                                  01030000
-      R32=R12*(F2*R + D)/ R2                                            01040000
-      R33=R12*(F3*R + D)/(R2*RD)                                        01050000
-      R53=R12*(F8*R2 + F9*R*D + F3*D2)/(R2*R2*RD)                       01060000
-      R54=R12*(F5*R2 + F4*R*D +    D2)/R3*R12                           01070000
-C-----                                                                  01080000
-      A1= ALP*Y*(R12-X2*R33)                                            01090000
-      A2= ALP*X*(R12-Y2*R33)                                            01100000
-      A3= ALP*X/R3 - A2                                                 01110000
-      A4=-ALP*XY*R32                                                    01120000
-      A5= ALP*( F1/(R*RD) - X2*R32 )                                    01130000
-      B1= ALP*(-F3*XY*R33      + F3*X2*XY*R54)                          01140000
-      B2= ALP*( F1/R3 - F3*R12 + F3*X2*Y2*R54)                          01150000
-      B3= ALP*( F1/R3 - F3*X2/R5) - B2                                  01160000
-      B4=-ALP*F3*XY/R5 - B1                                             01170000
-      C1=-ALP*Y*(R32 - X2*R53)                                          01180000
-      C2=-ALP*X*(R32 - Y2*R53)                                          01190000
-      C3=-ALP*F3*X*D/R5 - C2                                            01200000
-C-----                                                                  01210000
-      U1 =F0                                                            01220000
-      U2 =F0                                                            01230000
-      U3 =F0                                                            01240000
-      U11=F0                                                            01250000
-      U12=F0                                                            01260000
-      U21=F0                                                            01270000
-      U22=F0                                                            01280000
-      U31=F0                                                            01290000
-      U32=F0                                                            01300000
-C======================================                                 01310000
-C=====  STRIKE-SLIP CONTRIBUTION  =====                                 01320000
-C======================================                                 01330000
-      IF(POT1.EQ.F0)   GO TO 200                                        01340000
-      UN=POT1/PI2                                                       01350000
-      QRX=QR*X                                                          01360000
-      FX=F3*X/R5*SD                                                     01370000
-      U1 =U1 - UN*( QRX*X + A1*SD )                                     01380000
-      U2 =U2 - UN*( QRX*Y + A2*SD )                                     01390000
-      U3 =U3 - UN*( QRX*D + A4*SD )                                     01400000
-      U11=U11- UN*( QRX* (F2-XR)        + B1*SD )                       01410000
-      U12=U12- UN*(-QRX*XYR      + FX*X + B2*SD )                       01420000
-      U21=U21- UN*( QR*Y*(F1-XR)        + B2*SD )                       01430000
-      U22=U22- UN*( QRX *(F1-YR) + FX*Y + B4*SD )                       01440000
-      U31=U31- UN*( QR*D*(F1-XR)        + C1*SD )                       01450000
-      U32=U32- UN*(-QRX*DR*Y     + FX*D + C2*SD )                       01460000
-C======================================                                 01470000
-C=====    DIP-SLIP CONTRIBUTION   =====                                 01480000
-C======================================                                 01490000
-  200 IF(POT2.EQ.F0)   GO TO 300                                        01500000
-      UN=POT2/PI2                                                       01510000
-      SDCD=SD*CD                                                        01520000
-      QRP=QR*P                                                          01530000
-      FS=F3*S/R5                                                        01540000
-      U1 =U1 - UN*( QRP*X - A3*SDCD )                                   01550000
-      U2 =U2 - UN*( QRP*Y - A1*SDCD )                                   01560000
-      U3 =U3 - UN*( QRP*D - A5*SDCD )                                   01570000
-      U11=U11- UN*( QRP*(F1-XR)        - B3*SDCD )                      01580000
-      U12=U12- UN*(-QRP*XYR     + FS*X - B1*SDCD )                      01590000
-      U21=U21- UN*(-QRP*XYR            - B1*SDCD )                      01600000
-      U22=U22- UN*( QRP*(F1-YR) + FS*Y - B2*SDCD )                      01610000
-      U31=U31- UN*(-QRP*DR*X           - C3*SDCD )                      01620000
-      U32=U32- UN*(-QRP*DR*Y    + FS*D - C1*SDCD )                      01630000
-C========================================                               01640000
-C=====  TENSILE-FAULT CONTRIBUTION  =====                               01650000
-C========================================                               01660000
-  300 IF(POT3.EQ.F0)   GO TO 900                                        01670000
-      UN=POT3/PI2                                                       01680000
-      SDSD=SD*SD                                                        01690000
-      QRQ=QR*Q                                                          01700000
-      FQ=F2*QR*SD                                                       01710000
-      U1 =U1 + UN*( QRQ*X - A3*SDSD )                                   01720000
-      U2 =U2 + UN*( QRQ*Y - A1*SDSD )                                   01730000
-      U3 =U3 + UN*( QRQ*D - A5*SDSD )                                   01740000
-      U11=U11+ UN*( QRQ*(F1-XR)        - B3*SDSD )                      01750000
-      U12=U12+ UN*(-QRQ*XYR     + FQ*X - B1*SDSD )                      01760000
-      U21=U21+ UN*(-QRQ*XYR            - B1*SDSD )                      01770000
-      U22=U22+ UN*( QRQ*(F1-YR) + FQ*Y - B2*SDSD )                      01780000
-      U31=U31+ UN*(-QRQ*DR*X           - C3*SDSD )                      01790000
-      U32=U32+ UN*(-QRQ*DR*Y    + FQ*D - C1*SDSD )                      01800000
-C-----                                                                  01810000
-  900 RETURN                                                            01820000
-      END                                                               01830000
-      SUBROUTINE  SRECTF(ALP,X,Y,DEP,AL1,AL2,AW1,AW2,                   01840000
-     *                   SD,CD,DISL1,DISL2,DISL3,                       01850000
-     *                   U1,U2,U3,U11,U12,U21,U22,U31,U32)              01860000
-      IMPLICIT REAL*8 (A-H,O-Z)                                         01870000
-C                                                                       01880000
-C*********************************************************              01890000
-C*****                                               *****              01900000
-C*****    SURFACE DISPLACEMENT,STRAIN,TILT           *****              01910000
-C*****    DUE TO RECTANGULAR FAULT IN A HALF-SPACE   *****              01920000
-C*****              CODED BY  Y.OKADA ... JAN 1985   *****              01930000
-C*****                                               *****              01940000
-C*********************************************************              01950000
-C                                                                       01960000
-C***** INPUT                                                            01970000
-C*****   ALP     : MEDIUM CONSTANT  MYU/(LAMDA+MYU)=1./((VP/VS)**2-1)   01980000
-C*****   X,Y     : COORDINATE OF STATION                                01990000
-C*****   DEP     : SOURCE DEPTH                                         02000000
-C*****   AL1,AL2 : FAULT LENGTH RANGE                                   02010000
-C*****   AW1,AW2 : FAULT WIDTH RANGE                                    02020000
-C*****   SD,CD   : SIN,COS OF DIP-ANGLE                                 02030000
-C*****          (CD=0.D0, SD=+/-1.D0 SHOULD BE GIVEN FOR VERTICAL FAULT)02040000
-C*****   DISL1,DISL2,DISL3 : STRIKE-, DIP- AND TENSILE-DISLOCATION      02050000
-C                                                                       02060000
-C***** OUTPUT                                                           02070000
-C*****   U1, U2, U3      : DISPLACEMENT ( UNIT= UNIT OF DISL     )      02080000
-C*****   U11,U12,U21,U22 : STRAIN       ( UNIT= UNIT OF DISL /          02090000
-C*****   U31,U32         : TILT                 UNIT OF X,Y,,,AW )      02100000
-C                                                                       02110000
-C***** SUBROUTINE USED...SRECTG                                         02120000
-C                                                                       02130000
-      DIMENSION  U(9),DU(9)                                             02140000
-      DATA  F0, F1 / 0.D0, 1.D0 /                                       02150000
-C-----                                                                  02160000
-      P = Y*CD + DEP*SD                                                 02170000
-      Q = Y*SD - DEP*CD                                                 02180000
-      DO 1111  I=1,9                                                    02190000
- 1111 U(I)=F0                                                           02200000
-C-----                                                                  02210000
-      DO 5555  K=1,2                                                    02220000
-       IF(K.EQ.1)  ET=P-AW1                                             02230000
-       IF(K.EQ.2)  ET=P-AW2                                             02240000
-       DO 4444  J=1,2                                                   02250000
-        IF(J.EQ.1)  XI=X-AL1                                            02260000
-        IF(J.EQ.2)  XI=X-AL2                                            02270000
-        JK=J+K                                                          02280000
-        IF(JK.NE.3)  SIGN= F1                                           02290000
-        IF(JK.EQ.3)  SIGN=-F1                                           02300000
-        CALL SRECTG(ALP,XI,ET,Q,SD,CD,DISL1,DISL2,DISL3,                02310000
-     *           DU(1),DU(2),DU(3),DU(4),DU(5),DU(6),DU(7),DU(8),DU(9)) 02320000
-        DO 3333  I=1,9                                                  02330000
-         U(I)=U(I)+SIGN*DU(I)                                           02340000
- 3333   CONTINUE                                                        02350000
- 4444  CONTINUE                                                         02360000
- 5555 CONTINUE                                                          02370000
-      U1 =U(1)                                                          02380000
-      U2 =U(2)                                                          02390000
-      U3 =U(3)                                                          02400000
-      U11=U(4)                                                          02410000
-      U12=U(5)                                                          02420000
-      U21=U(6)                                                          02430000
-      U22=U(7)                                                          02440000
-      U31=U(8)                                                          02450000
-      U32=U(9)                                                          02460000
-      RETURN                                                            02470000
-      END                                                               02480000
-      SUBROUTINE  SRECTG(ALP,XI,ET,Q,SD,CD,DISL1,DISL2,DISL3,           02490000
-     *                   U1,U2,U3,U11,U12,U21,U22,U31,U32)              02500000
-      IMPLICIT REAL*8 (A-H,O-Z)                                         02510000
-C                                                                       02520000
-C*********************************************************************  02530000
-C*****                                                           *****  02540000
-C*****  INDEFINITE INTEGRAL OF SURFACE DISPLACEMENT,STRAIN,TILT  *****  02550000
-C*****  DUE TO RECTANGULAR FAULT IN A HALF-SPACE                 *****  02560000
-C*****                          CODED BY  Y.OKADA ... JAN 1985   *****  02570000
-C*****                                                           *****  02580000
-C*********************************************************************  02590000
-C                                                                       02600000
-C***** INPUT                                                            02610000
-C*****   ALP     : MEDIUM CONSTANT  MYU/(LAMDA+MYU)=1./((VP/VS)**2-1)   02620000
-C*****   XI,ET,Q : FAULT COORDINATE                                     02630000
-C*****   SD,CD   : SIN,COS OF DIP-ANGLE                                 02640000
-C*****          (CD=0.D0, SD=+/-1.D0 SHOULD BE GIVEN FOR VERTICAL FAULT)02650000
-C*****   DISL1,DISL2,DISL3 : STRIKE-, DIP- AND TENSILE-DISLOCATION      02660000
-C                                                                       02670000
-C***** OUTPUT                                                           02680000
-C*****   U1, U2, U3      : DISPLACEMENT ( UNIT= UNIT OF DISL    )       02690000
-C*****   U11,U12,U21,U22 : STRAIN       ( UNIT= UNIT OF DISL /          02700000
-C*****   U31,U32         : TILT                 UNIT OF XI,ET,Q )       02710000
-C                                                                       02720000
-      DATA  F0,F1,F2/ 0.D0, 1.D0, 2.D0 /                                02730000
-      PI2=6.283185307179586D0                                           02740000
-C-----                                                                  02750000
-      XI2=XI*XI                                                         02760000
-      ET2=ET*ET                                                         02770000
-      Q2=Q*Q                                                            02780000
-      R2=XI2+ET2+Q2                                                     02790000
-      R =DSQRT(R2)                                                      02800000
-      R3=R*R2                                                           02810000
-      D =ET*SD-Q*CD                                                     02820000
-      Y =ET*CD+Q*SD                                                     02830000
-      RET=R+ET                                                          02840000
-      IF(RET.LT.F0)  RET=F0                                             02850000
-      RD =R+D                                                           02860000
-      RRD=F1/(R*RD)                                                     02870000
-C-----                                                                  02880000
-      IF( Q .NE.F0)  TT = DATAN( XI*ET/(Q*R) )                          02890000
-      IF( Q .EQ.F0)  TT = F0                                            02900000
-      IF(RET.NE.F0)  RE = F1/RET                                        02910000
-      IF(RET.EQ.F0)  RE = F0                                            02920000
-      IF(RET.NE.F0)  DLE= DLOG(RET)                                     02930000
-      IF(RET.EQ.F0)  DLE=-DLOG(R-ET)                                    02940000
-      RRX=F1/(R*(R+XI))                                                 02950000
-      RRE=RE/R                                                          02960000
-      AXI=(F2*R+XI)*RRX*RRX/R                                           02970000
-      AET=(F2*R+ET)*RRE*RRE/R                                           02980000
-      IF(CD.EQ.F0)  GO TO 20                                            02990000
-C==============================                                         03000000
-C=====   INCLINED FAULT   =====                                         03010000
-C==============================                                         03020000
-      TD=SD/CD                                                          03030000
-      X =DSQRT(XI2+Q2)                                                  03040000
-      IF(XI.EQ.F0)  A5=F0                                               03050000
-      IF(XI.NE.F0)                                                      03060000
-     *A5= ALP*F2/CD*DATAN( (ET*(X+Q*CD)+X*(R+X)*SD) / (XI*(R+X)*CD) )   03070000
-      A4= ALP/CD*( DLOG(RD) - SD*DLE )                                  03080000
-      A3= ALP*(Y/RD/CD - DLE) + TD*A4                                   03090000
-      A1=-ALP/CD*XI/RD        - TD*A5                                   03100000
-      C1= ALP/CD*XI*(RRD - SD*RRE)                                      03110000
-      C3= ALP/CD*(Q*RRE - Y*RRD)                                        03120000
-      B1= ALP/CD*(XI2*RRD - F1)/RD - TD*C3                              03130000
-      B2= ALP/CD*XI*Y*RRD/RD       - TD*C1                              03140000
-      GO TO 30                                                          03150000
-C==============================                                         03160000
-C=====   VERTICAL FAULT   =====                                         03170000
-C==============================                                         03180000
-   20 RD2=RD*RD                                                         03190000
-      A1=-ALP/F2*XI*Q/RD2                                               03200000
-      A3= ALP/F2*( ET/RD + Y*Q/RD2 - DLE )                              03210000
-      A4=-ALP*Q/RD                                                      03220000
-      A5=-ALP*XI*SD/RD                                                  03230000
-      B1= ALP/F2*  Q  /RD2*(F2*XI2*RRD - F1)                            03240000
-      B2= ALP/F2*XI*SD/RD2*(F2*Q2 *RRD - F1)                            03250000
-      C1= ALP*XI*Q*RRD/RD                                               03260000
-      C3= ALP*SD/RD*(XI2*RRD - F1)                                      03270000
-C-----                                                                  03280000
-   30 A2=-ALP*DLE - A3                                                  03290000
-      B3=-ALP*XI*RRE - B2                                               03300000
-      B4=-ALP*( CD/R + Q*SD*RRE ) - B1                                  03310000
-      C2= ALP*(-SD/R + Q*CD*RRE ) - C3                                  03320000
-C-----                                                                  03330000
-      U1 =F0                                                            03340000
-      U2 =F0                                                            03350000
-      U3 =F0                                                            03360000
-      U11=F0                                                            03370000
-      U12=F0                                                            03380000
-      U21=F0                                                            03390000
-      U22=F0                                                            03400000
-      U31=F0                                                            03410000
-      U32=F0                                                            03420000
-C======================================                                 03430000
-C=====  STRIKE-SLIP CONTRIBUTION  =====                                 03440000
-C======================================                                 03450000
-      IF(DISL1.EQ.F0)  GO TO 200                                        03460000
-      UN=DISL1/PI2                                                      03470000
-      REQ=RRE*Q                                                         03480000
-      U1 =U1 - UN*( REQ*XI +   TT    + A1*SD )                          03490000
-      U2 =U2 - UN*( REQ*Y  + Q*CD*RE + A2*SD )                          03500000
-      U3 =U3 - UN*( REQ*D  + Q*SD*RE + A4*SD )                          03510000
-      U11=U11+ UN*( XI2*Q*AET - B1*SD )                                 03520000
-      U12=U12+ UN*( XI2*XI*( D/(ET2+Q2)/R3 - AET*SD ) - B2*SD )         03530000
-      U21=U21+ UN*( XI*Q/R3*CD + (XI*Q2*AET - B2)*SD )                  03540000
-      U22=U22+ UN*( Y *Q/R3*CD + (Q*SD*(Q2*AET-F2*RRE)                  03550000
-     *                            -(XI2+ET2)/R3*CD - B4)*SD )           03560000
-      U31=U31+ UN*(-XI*Q2*AET*CD + (XI*Q/R3 - C1)*SD )                  03570000
-      U32=U32+ UN*( D*Q/R3*CD + (XI2*Q*AET*CD - SD/R + Y*Q/R3 - C2)*SD )03580000
-C===================================                                    03590000
-C=====  DIP-SLIP CONTRIBUTION  =====                                    03600000
-C===================================                                    03610000
-  200 IF(DISL2.EQ.F0)  GO TO 300                                        03620000
-      UN=DISL2/PI2                                                      03630000
-      SDCD=SD*CD                                                        03640000
-      U1 =U1 - UN*( Q/R             - A3*SDCD )                         03650000
-      U2 =U2 - UN*( Y*Q*RRX + CD*TT - A1*SDCD )                         03660000
-      U3 =U3 - UN*( D*Q*RRX + SD*TT - A5*SDCD )                         03670000
-      U11=U11+ UN*( XI*Q/R3            + B3*SDCD )                      03680000
-      U12=U12+ UN*( Y *Q/R3 - SD/R     + B1*SDCD )                      03690000
-      U21=U21+ UN*( Y *Q/R3 + Q*CD*RRE + B1*SDCD )                      03700000
-      U22=U22+ UN*( Y*Y*Q*AXI - (F2*Y*RRX + XI*CD*RRE)*SD + B2*SDCD )   03710000
-      U31=U31+ UN*( D *Q/R3 + Q*SD*RRE + C3*SDCD )                      03720000
-      U32=U32+ UN*( Y*D*Q*AXI - (F2*D*RRX + XI*SD*RRE)*SD + C1*SDCD )   03730000
-C========================================                               03740000
-C=====  TENSILE-FAULT CONTRIBUTION  =====                               03750000
-C========================================                               03760000
-  300 IF(DISL3.EQ.F0)  GO TO 900                                        03770000
-      UN=DISL3/PI2                                                      03780000
-      SDSD=SD*SD                                                        03790000
-      U1 =U1 + UN*( Q2*RRE                       - A3*SDSD )            03800000
-      U2 =U2 + UN*(-D*Q*RRX - SD*(XI*Q*RRE - TT) - A1*SDSD )            03810000
-      U3 =U3 + UN*( Y*Q*RRX + CD*(XI*Q*RRE - TT) - A5*SDSD )            03820000
-      U11=U11- UN*( XI*Q2*AET             + B3*SDSD )                   03830000
-      U12=U12- UN*(-D*Q/R3 - XI2*Q*AET*SD + B1*SDSD )                   03840000
-      U21=U21- UN*( Q2*(CD/R3 + Q*AET*SD) + B1*SDSD )                   03850000
-      U22=U22- UN*((Y*CD-D*SD)*Q2*AXI - F2*Q*SD*CD*RRX                  03860000
-     *                      - (XI*Q2*AET - B2)*SDSD )                   03870000
-      U31=U31- UN*( Q2*(SD/R3 - Q*AET*CD) + C3*SDSD )                   03880000
-      U32=U32- UN*((Y*SD+D*CD)*Q2*AXI + XI*Q2*AET*SD*CD                 03890000
-     *                       - (F2*Q*RRX - C1)*SDSD )                   03900000
-C-----                                                                  03910000
-  900 RETURN                                                            03920000
-      END                                                               03930000
Index: unk/anuga_core/source/anuga/shallow_water/okada_tsunami_octave_95.txt
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/okada_tsunami_octave_95.txt	(revision 9454)
+++ 	(revision )
@@ -1,101 +1,0 @@
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- -9.86771002e-04 -9.99103835e-04 -1.01145759e-03 -1.02382573e-03 -1.03620168e-03 -1.04857877e-03 -1.06095027e-03 -1.07330932e-03 -1.08564891e-03 -1.09796179e-03 -1.11024038e-03 -1.12247665e-03 -1.13466198e-03 -1.14678693e-03 -1.15884109e-03 -1.17081272e-03 -1.18268854e-03 -1.19445330e-03 -1.20608945e-03 -1.21757667e-03 -1.22889146e-03 -1.24000660e-03 -1.25089070e-03 -1.26150766e-03 -1.27181625e-03 -1.28176957e-03 -1.29131477e-03 -1.30039264e-03 -1.30893750e-03 -1.31687707e-03 -1.32413261e-03 -1.33061921e-03 -1.33624626e-03 -1.34091818e-03 -1.34453540e-03 -1.34699551e-03 -1.34819473e-03 -1.34802951e-03 -1.34639835e-03 -1.34320378e-03 -1.33835442e-03 -1.33176707e-03 -1.32336881e-03 -1.31309899e-03 -1.30091111e-03 -1.28677443e-03 -1.27067536e-03 -1.25261852e-03 -1.23262743e-03 -1.21074481e-03 -1.18703251e-03 -1.16157103e-03 -1.13445863e-03 -1.10581011e-03 -1.07575529e-03 -1.04443713e-03 -1.01200973e-03 -9.78636085e-04 -9.44485777e-04 -9.09732596e-04 -8.74552173e-04 -8.39119682e-04 -8.03607635e-04 -7.68183842e-04 -7.33009541e-04 -6.98237747e-04 -6.64011831e-04 -6.30464332e-04 -5.97716031e-04 -5.65875259e-04 -5.35037451e-04 -5.05284925e-04 -4.76686879e-04 -4.49299571e-04 -4.23166683e-04 -3.98319822e-04 -3.74779154e-04 -3.52554135e-04 -3.31644324e-04 -3.12040243e-04 -2.93724283e-04 -2.76671612e-04 -2.60851096e-04 -2.46226191e-04 -2.32755811e-04 -2.20395160e-04 -2.09096509e-04 -1.98809923e-04 -1.89483934e-04 -1.81066143e-04 -1.73503773e-04 -1.66744146e-04 -1.60735114e-04 -1.55425422e-04 -1.50765018e-04 -1.46705315e-04 -1.43199400e-04 -1.40202203e-04 -1.37670617e-04 -1.35563600e-04 -1.33842224e-04
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- -9.17168495e-04 -9.26860286e-04 -9.36472651e-04 -9.45995320e-04 -9.55417848e-04 -9.64729615e-04 -9.73919823e-04 -9.82977478e-04 -9.91891372e-04 -1.00065004e-03 -1.00924170e-03 -1.01765422e-03 -1.02587498e-03 -1.03389079e-03 -1.04168778e-03 -1.04925120e-03 -1.05656528e-03 -1.06361302e-03 -1.07037599e-03 -1.07683405e-03 -1.08296515e-03 -1.08874501e-03 -1.09414695e-03 -1.09914154e-03 -1.10369643e-03 -1.10777614e-03 -1.11134188e-03 -1.11435149e-03 -1.11675938e-03 -1.11851663e-03 -1.11957115e-03 -1.11986798e-03 -1.11934967e-03 -1.11795690e-03 -1.11562908e-03 -1.11230526e-03 -1.10792504e-03 -1.10242961e-03 -1.09576297e-03 -1.08787311e-03 -1.07871328e-03 -1.06824332e-03 -1.05643085e-03 -1.04325246e-03 -1.02869477e-03 -1.01275541e-03 -9.95443660e-04 -9.76781106e-04 -9.56801872e-04 -9.35552727e-04 -9.13092896e-04 -8.89493636e-04 -8.64837568e-04 -8.39217790e-04 -8.12736783e-04 -7.85505153e-04 -7.57640230e-04 -7.29264563e-04 -7.00504347e-04 -6.71487829e-04 -6.42343705e-04 -6.13199575e-04 -5.84180458e-04 -5.55407406e-04 -5.26996251e-04 -4.99056475e-04 -4.71690250e-04 -4.44991627e-04 -4.19045907e-04 -3.93929161e-04 -3.69707931e-04 -3.46439079e-04 -3.24169781e-04 -3.02937665e-04 -2.82771060e-04 -2.63689358e-04 -2.45703463e-04 -2.28816312e-04 -2.13023463e-04 -1.98313714e-04 -1.84669756e-04 -1.72068847e-04 -1.60483473e-04 -1.49882020e-04 -1.40229410e-04 -1.31487728e-04 -1.23616805e-04 -1.16574772e-04 -1.10318568e-04 -1.04804412e-04 -9.99882240e-05 -9.58260071e-05 -9.22741802e-05 -8.92898720e-05 -8.68311716e-05 -8.48573405e-05 -8.33289873e-05 -8.22082087e-05 -8.14586994e-05 -8.10458328e-05 -8.09367169e-05
Index: /trunk/anuga_core/source/anuga/tsunami_source/okada.f
===================================================================
--- /trunk/anuga_core/source/anuga/tsunami_source/okada.f	(revision 9455)
+++ /trunk/anuga_core/source/anuga/tsunami_source/okada.f	(revision 9455)
@@ -0,0 +1,367 @@
+      subroutine okadatest(x,y,z,n,depth,xlength,xwidth,dip,rake,slip)
+Cf2py   intent(out) z
+Cf2py   intent(in) x,y,n,depth,dip,rake,slip,xlength,xwidth
+      implicit real*8 (a-h,o-z)
+      real*8 x(n),y(n),z(n),zero
+      data alp,disl3,zero/0.5,0.,0./
+      
+      disl1 = slip*cos(rake)
+      disl2 = slip*sin(rake)
+      cd = cos(dip)
+      sd = sin(dip)
+      do 100 i=1,n
+c         dx = x(i)-x0
+c         dy = y(i)-y0
+c         xr = dx*sin(strike) + dy*cos(strike)
+c         yr = dy*sin(strike) - dx*cos(strike)
+         call srectf(alp,x(i)*.001,y(i)*.001,depth*.001,zero,xlength,
+     &        zero,xwidth,sd,cd,disl1,disl2,disl3,u1,u2,u3,u11,u12,
+     &        u21,u22,u31,u32)
+         z(i) = u3
+ 100  continue
+      return
+      end
+
+
+C********************************************************************   00570000
+      SUBROUTINE  SPOINT(ALP,X,Y,DEP,SD,CD,POT1,POT2,POT3,              00530000
+     *                   U1,U2,U3,U11,U12,U21,U22,U31,U32)              00540000
+      IMPLICIT REAL*8 (A-H,O-Z)                                         00550000
+C                                                                       00560000
+C********************************************************************   00570000
+C*****                                                          *****   00580000
+C*****    SURFACE DISPLACEMENT,STRAIN,TILT                      *****   00590000
+C*****    DUE TO BURIED POINT SOURCE IN A SEMIINFINITE MEDIUM   *****   00600000
+C*****                         CODED BY  Y.OKADA ... JAN 1985   *****   00610000
+C*****                                                          *****   00620000
+C********************************************************************   00630000
+C                                                                       00640000
+C***** INPUT                                                            00650000
+C*****   ALP   : MEDIUM CONSTANT  MYU/(LAMDA+MYU)=1./((VP/VS)**2-1)     00660000
+C*****   X,Y   : COORDINATE OF STATION                                  00670000
+C*****   DEP     : SOURCE DEPTH                                         00680000
+C*****   SD,CD : SIN,COS OF DIP-ANGLE                                   00690000
+C*****          (CD=0.D0, SD=+/-1.D0 SHOULD BE GIVEN FOR VERTICAL FAULT)00700000
+C*****   POT1,POT2,POT3 : STRIKE-, DIP- AND TENSILE-POTENCY             00710000
+C*****       POTENCY=(  MOMENT OF DOUBLE-COUPLE  )/MYU    FOR POT1,2    00720000
+C*****       POTENCY=(INTENSITY OF ISOTROPIC PART)/LAMDA  FOR POT3      00730000
+C                                                                       00740000
+C***** OUTPUT                                                           00750000
+C*****   U1, U2, U3      : DISPLACEMENT ( UNIT=(UNIT OF POTENCY) /      00760000
+C*****                   :                     (UNIT OF X,Y,D)**2  )    00770000
+C*****   U11,U12,U21,U22 : STRAIN       ( UNIT= UNIT OF POTENCY) /      00780000
+C*****   U31,U32         : TILT                (UNIT OF X,Y,D)**3  )    00790000
+C                                                                       00800000
+      DATA  F0,F1,F2,F3,F4,F5,F8,F9                                     00810000
+     *      /0.D0, 1.D0, 2.D0, 3.D0, 4.D0, 5.D0, 8.D0, 9.D0/            00820000
+      PI2=6.283185307179586D0                                           00830000
+C-----                                                                  00840000
+      D =DEP                                                            00850000
+      P =Y*CD + D*SD                                                    00860000
+      Q =Y*SD - D*CD                                                    00870000
+      S =P*SD + Q*CD                                                    00880000
+      X2=X*X                                                            00890000
+      Y2=Y*Y                                                            00900000
+      XY=X*Y                                                            00910000
+      D2=D*D                                                            00920000
+      R2=X2 + Y2 + D2                                                   00930000
+      R =SQRT(R2)                                                       00940000
+      R3=R *R2                                                          00950000
+      R5=R3*R2                                                          00960000
+      QR=F3*Q/R5                                                        00970000
+      XR =F5*X2/R2                                                      00980000
+      YR =F5*Y2/R2                                                      00990000
+      XYR=F5*XY/R2                                                      01000000
+      DR =F5*D /R2                                                      01010000
+      RD =R + D                                                         01020000
+      R12=F1/(R*RD*RD)                                                  01030000
+      R32=R12*(F2*R + D)/ R2                                            01040000
+      R33=R12*(F3*R + D)/(R2*RD)                                        01050000
+      R53=R12*(F8*R2 + F9*R*D + F3*D2)/(R2*R2*RD)                       01060000
+      R54=R12*(F5*R2 + F4*R*D +    D2)/R3*R12                           01070000
+C-----                                                                  01080000
+      A1= ALP*Y*(R12-X2*R33)                                            01090000
+      A2= ALP*X*(R12-Y2*R33)                                            01100000
+      A3= ALP*X/R3 - A2                                                 01110000
+      A4=-ALP*XY*R32                                                    01120000
+      A5= ALP*( F1/(R*RD) - X2*R32 )                                    01130000
+      B1= ALP*(-F3*XY*R33      + F3*X2*XY*R54)                          01140000
+      B2= ALP*( F1/R3 - F3*R12 + F3*X2*Y2*R54)                          01150000
+      B3= ALP*( F1/R3 - F3*X2/R5) - B2                                  01160000
+      B4=-ALP*F3*XY/R5 - B1                                             01170000
+      C1=-ALP*Y*(R32 - X2*R53)                                          01180000
+      C2=-ALP*X*(R32 - Y2*R53)                                          01190000
+      C3=-ALP*F3*X*D/R5 - C2                                            01200000
+C-----                                                                  01210000
+      U1 =F0                                                            01220000
+      U2 =F0                                                            01230000
+      U3 =F0                                                            01240000
+      U11=F0                                                            01250000
+      U12=F0                                                            01260000
+      U21=F0                                                            01270000
+      U22=F0                                                            01280000
+      U31=F0                                                            01290000
+      U32=F0                                                            01300000
+C======================================                                 01310000
+C=====  STRIKE-SLIP CONTRIBUTION  =====                                 01320000
+C======================================                                 01330000
+      IF(POT1.EQ.F0)   GO TO 200                                        01340000
+      UN=POT1/PI2                                                       01350000
+      QRX=QR*X                                                          01360000
+      FX=F3*X/R5*SD                                                     01370000
+      U1 =U1 - UN*( QRX*X + A1*SD )                                     01380000
+      U2 =U2 - UN*( QRX*Y + A2*SD )                                     01390000
+      U3 =U3 - UN*( QRX*D + A4*SD )                                     01400000
+      U11=U11- UN*( QRX* (F2-XR)        + B1*SD )                       01410000
+      U12=U12- UN*(-QRX*XYR      + FX*X + B2*SD )                       01420000
+      U21=U21- UN*( QR*Y*(F1-XR)        + B2*SD )                       01430000
+      U22=U22- UN*( QRX *(F1-YR) + FX*Y + B4*SD )                       01440000
+      U31=U31- UN*( QR*D*(F1-XR)        + C1*SD )                       01450000
+      U32=U32- UN*(-QRX*DR*Y     + FX*D + C2*SD )                       01460000
+C======================================                                 01470000
+C=====    DIP-SLIP CONTRIBUTION   =====                                 01480000
+C======================================                                 01490000
+  200 IF(POT2.EQ.F0)   GO TO 300                                        01500000
+      UN=POT2/PI2                                                       01510000
+      SDCD=SD*CD                                                        01520000
+      QRP=QR*P                                                          01530000
+      FS=F3*S/R5                                                        01540000
+      U1 =U1 - UN*( QRP*X - A3*SDCD )                                   01550000
+      U2 =U2 - UN*( QRP*Y - A1*SDCD )                                   01560000
+      U3 =U3 - UN*( QRP*D - A5*SDCD )                                   01570000
+      U11=U11- UN*( QRP*(F1-XR)        - B3*SDCD )                      01580000
+      U12=U12- UN*(-QRP*XYR     + FS*X - B1*SDCD )                      01590000
+      U21=U21- UN*(-QRP*XYR            - B1*SDCD )                      01600000
+      U22=U22- UN*( QRP*(F1-YR) + FS*Y - B2*SDCD )                      01610000
+      U31=U31- UN*(-QRP*DR*X           - C3*SDCD )                      01620000
+      U32=U32- UN*(-QRP*DR*Y    + FS*D - C1*SDCD )                      01630000
+C========================================                               01640000
+C=====  TENSILE-FAULT CONTRIBUTION  =====                               01650000
+C========================================                               01660000
+  300 IF(POT3.EQ.F0)   GO TO 900                                        01670000
+      UN=POT3/PI2                                                       01680000
+      SDSD=SD*SD                                                        01690000
+      QRQ=QR*Q                                                          01700000
+      FQ=F2*QR*SD                                                       01710000
+      U1 =U1 + UN*( QRQ*X - A3*SDSD )                                   01720000
+      U2 =U2 + UN*( QRQ*Y - A1*SDSD )                                   01730000
+      U3 =U3 + UN*( QRQ*D - A5*SDSD )                                   01740000
+      U11=U11+ UN*( QRQ*(F1-XR)        - B3*SDSD )                      01750000
+      U12=U12+ UN*(-QRQ*XYR     + FQ*X - B1*SDSD )                      01760000
+      U21=U21+ UN*(-QRQ*XYR            - B1*SDSD )                      01770000
+      U22=U22+ UN*( QRQ*(F1-YR) + FQ*Y - B2*SDSD )                      01780000
+      U31=U31+ UN*(-QRQ*DR*X           - C3*SDSD )                      01790000
+      U32=U32+ UN*(-QRQ*DR*Y    + FQ*D - C1*SDSD )                      01800000
+C-----                                                                  01810000
+  900 RETURN                                                            01820000
+      END                                                               01830000
+      SUBROUTINE  SRECTF(ALP,X,Y,DEP,AL1,AL2,AW1,AW2,                   01840000
+     *                   SD,CD,DISL1,DISL2,DISL3,                       01850000
+     *                   U1,U2,U3,U11,U12,U21,U22,U31,U32)              01860000
+      IMPLICIT REAL*8 (A-H,O-Z)                                         01870000
+C                                                                       01880000
+C*********************************************************              01890000
+C*****                                               *****              01900000
+C*****    SURFACE DISPLACEMENT,STRAIN,TILT           *****              01910000
+C*****    DUE TO RECTANGULAR FAULT IN A HALF-SPACE   *****              01920000
+C*****              CODED BY  Y.OKADA ... JAN 1985   *****              01930000
+C*****                                               *****              01940000
+C*********************************************************              01950000
+C                                                                       01960000
+C***** INPUT                                                            01970000
+C*****   ALP     : MEDIUM CONSTANT  MYU/(LAMDA+MYU)=1./((VP/VS)**2-1)   01980000
+C*****   X,Y     : COORDINATE OF STATION                                01990000
+C*****   DEP     : SOURCE DEPTH                                         02000000
+C*****   AL1,AL2 : FAULT LENGTH RANGE                                   02010000
+C*****   AW1,AW2 : FAULT WIDTH RANGE                                    02020000
+C*****   SD,CD   : SIN,COS OF DIP-ANGLE                                 02030000
+C*****          (CD=0.D0, SD=+/-1.D0 SHOULD BE GIVEN FOR VERTICAL FAULT)02040000
+C*****   DISL1,DISL2,DISL3 : STRIKE-, DIP- AND TENSILE-DISLOCATION      02050000
+C                                                                       02060000
+C***** OUTPUT                                                           02070000
+C*****   U1, U2, U3      : DISPLACEMENT ( UNIT= UNIT OF DISL     )      02080000
+C*****   U11,U12,U21,U22 : STRAIN       ( UNIT= UNIT OF DISL /          02090000
+C*****   U31,U32         : TILT                 UNIT OF X,Y,,,AW )      02100000
+C                                                                       02110000
+C***** SUBROUTINE USED...SRECTG                                         02120000
+C                                                                       02130000
+      DIMENSION  U(9),DU(9)                                             02140000
+      DATA  F0, F1 / 0.D0, 1.D0 /                                       02150000
+C-----                                                                  02160000
+      P = Y*CD + DEP*SD                                                 02170000
+      Q = Y*SD - DEP*CD                                                 02180000
+      DO 1111  I=1,9                                                    02190000
+ 1111 U(I)=F0                                                           02200000
+C-----                                                                  02210000
+      DO 5555  K=1,2                                                    02220000
+       IF(K.EQ.1)  ET=P-AW1                                             02230000
+       IF(K.EQ.2)  ET=P-AW2                                             02240000
+       DO 4444  J=1,2                                                   02250000
+        IF(J.EQ.1)  XI=X-AL1                                            02260000
+        IF(J.EQ.2)  XI=X-AL2                                            02270000
+        JK=J+K                                                          02280000
+        IF(JK.NE.3)  SIGN= F1                                           02290000
+        IF(JK.EQ.3)  SIGN=-F1                                           02300000
+        CALL SRECTG(ALP,XI,ET,Q,SD,CD,DISL1,DISL2,DISL3,                02310000
+     *           DU(1),DU(2),DU(3),DU(4),DU(5),DU(6),DU(7),DU(8),DU(9)) 02320000
+        DO 3333  I=1,9                                                  02330000
+         U(I)=U(I)+SIGN*DU(I)                                           02340000
+ 3333   CONTINUE                                                        02350000
+ 4444  CONTINUE                                                         02360000
+ 5555 CONTINUE                                                          02370000
+      U1 =U(1)                                                          02380000
+      U2 =U(2)                                                          02390000
+      U3 =U(3)                                                          02400000
+      U11=U(4)                                                          02410000
+      U12=U(5)                                                          02420000
+      U21=U(6)                                                          02430000
+      U22=U(7)                                                          02440000
+      U31=U(8)                                                          02450000
+      U32=U(9)                                                          02460000
+      RETURN                                                            02470000
+      END                                                               02480000
+      SUBROUTINE  SRECTG(ALP,XI,ET,Q,SD,CD,DISL1,DISL2,DISL3,           02490000
+     *                   U1,U2,U3,U11,U12,U21,U22,U31,U32)              02500000
+      IMPLICIT REAL*8 (A-H,O-Z)                                         02510000
+C                                                                       02520000
+C*********************************************************************  02530000
+C*****                                                           *****  02540000
+C*****  INDEFINITE INTEGRAL OF SURFACE DISPLACEMENT,STRAIN,TILT  *****  02550000
+C*****  DUE TO RECTANGULAR FAULT IN A HALF-SPACE                 *****  02560000
+C*****                          CODED BY  Y.OKADA ... JAN 1985   *****  02570000
+C*****                                                           *****  02580000
+C*********************************************************************  02590000
+C                                                                       02600000
+C***** INPUT                                                            02610000
+C*****   ALP     : MEDIUM CONSTANT  MYU/(LAMDA+MYU)=1./((VP/VS)**2-1)   02620000
+C*****   XI,ET,Q : FAULT COORDINATE                                     02630000
+C*****   SD,CD   : SIN,COS OF DIP-ANGLE                                 02640000
+C*****          (CD=0.D0, SD=+/-1.D0 SHOULD BE GIVEN FOR VERTICAL FAULT)02650000
+C*****   DISL1,DISL2,DISL3 : STRIKE-, DIP- AND TENSILE-DISLOCATION      02660000
+C                                                                       02670000
+C***** OUTPUT                                                           02680000
+C*****   U1, U2, U3      : DISPLACEMENT ( UNIT= UNIT OF DISL    )       02690000
+C*****   U11,U12,U21,U22 : STRAIN       ( UNIT= UNIT OF DISL /          02700000
+C*****   U31,U32         : TILT                 UNIT OF XI,ET,Q )       02710000
+C                                                                       02720000
+      DATA  F0,F1,F2/ 0.D0, 1.D0, 2.D0 /                                02730000
+      PI2=6.283185307179586D0                                           02740000
+C-----                                                                  02750000
+      XI2=XI*XI                                                         02760000
+      ET2=ET*ET                                                         02770000
+      Q2=Q*Q                                                            02780000
+      R2=XI2+ET2+Q2                                                     02790000
+      R =DSQRT(R2)                                                      02800000
+      R3=R*R2                                                           02810000
+      D =ET*SD-Q*CD                                                     02820000
+      Y =ET*CD+Q*SD                                                     02830000
+      RET=R+ET                                                          02840000
+      IF(RET.LT.F0)  RET=F0                                             02850000
+      RD =R+D                                                           02860000
+      RRD=F1/(R*RD)                                                     02870000
+C-----                                                                  02880000
+      IF( Q .NE.F0)  TT = DATAN( XI*ET/(Q*R) )                          02890000
+      IF( Q .EQ.F0)  TT = F0                                            02900000
+      IF(RET.NE.F0)  RE = F1/RET                                        02910000
+      IF(RET.EQ.F0)  RE = F0                                            02920000
+      IF(RET.NE.F0)  DLE= DLOG(RET)                                     02930000
+      IF(RET.EQ.F0)  DLE=-DLOG(R-ET)                                    02940000
+      RRX=F1/(R*(R+XI))                                                 02950000
+      RRE=RE/R                                                          02960000
+      AXI=(F2*R+XI)*RRX*RRX/R                                           02970000
+      AET=(F2*R+ET)*RRE*RRE/R                                           02980000
+      IF(CD.EQ.F0)  GO TO 20                                            02990000
+C==============================                                         03000000
+C=====   INCLINED FAULT   =====                                         03010000
+C==============================                                         03020000
+      TD=SD/CD                                                          03030000
+      X =DSQRT(XI2+Q2)                                                  03040000
+      IF(XI.EQ.F0)  A5=F0                                               03050000
+      IF(XI.NE.F0)                                                      03060000
+     *A5= ALP*F2/CD*DATAN( (ET*(X+Q*CD)+X*(R+X)*SD) / (XI*(R+X)*CD) )   03070000
+      A4= ALP/CD*( DLOG(RD) - SD*DLE )                                  03080000
+      A3= ALP*(Y/RD/CD - DLE) + TD*A4                                   03090000
+      A1=-ALP/CD*XI/RD        - TD*A5                                   03100000
+      C1= ALP/CD*XI*(RRD - SD*RRE)                                      03110000
+      C3= ALP/CD*(Q*RRE - Y*RRD)                                        03120000
+      B1= ALP/CD*(XI2*RRD - F1)/RD - TD*C3                              03130000
+      B2= ALP/CD*XI*Y*RRD/RD       - TD*C1                              03140000
+      GO TO 30                                                          03150000
+C==============================                                         03160000
+C=====   VERTICAL FAULT   =====                                         03170000
+C==============================                                         03180000
+   20 RD2=RD*RD                                                         03190000
+      A1=-ALP/F2*XI*Q/RD2                                               03200000
+      A3= ALP/F2*( ET/RD + Y*Q/RD2 - DLE )                              03210000
+      A4=-ALP*Q/RD                                                      03220000
+      A5=-ALP*XI*SD/RD                                                  03230000
+      B1= ALP/F2*  Q  /RD2*(F2*XI2*RRD - F1)                            03240000
+      B2= ALP/F2*XI*SD/RD2*(F2*Q2 *RRD - F1)                            03250000
+      C1= ALP*XI*Q*RRD/RD                                               03260000
+      C3= ALP*SD/RD*(XI2*RRD - F1)                                      03270000
+C-----                                                                  03280000
+   30 A2=-ALP*DLE - A3                                                  03290000
+      B3=-ALP*XI*RRE - B2                                               03300000
+      B4=-ALP*( CD/R + Q*SD*RRE ) - B1                                  03310000
+      C2= ALP*(-SD/R + Q*CD*RRE ) - C3                                  03320000
+C-----                                                                  03330000
+      U1 =F0                                                            03340000
+      U2 =F0                                                            03350000
+      U3 =F0                                                            03360000
+      U11=F0                                                            03370000
+      U12=F0                                                            03380000
+      U21=F0                                                            03390000
+      U22=F0                                                            03400000
+      U31=F0                                                            03410000
+      U32=F0                                                            03420000
+C======================================                                 03430000
+C=====  STRIKE-SLIP CONTRIBUTION  =====                                 03440000
+C======================================                                 03450000
+      IF(DISL1.EQ.F0)  GO TO 200                                        03460000
+      UN=DISL1/PI2                                                      03470000
+      REQ=RRE*Q                                                         03480000
+      U1 =U1 - UN*( REQ*XI +   TT    + A1*SD )                          03490000
+      U2 =U2 - UN*( REQ*Y  + Q*CD*RE + A2*SD )                          03500000
+      U3 =U3 - UN*( REQ*D  + Q*SD*RE + A4*SD )                          03510000
+      U11=U11+ UN*( XI2*Q*AET - B1*SD )                                 03520000
+      U12=U12+ UN*( XI2*XI*( D/(ET2+Q2)/R3 - AET*SD ) - B2*SD )         03530000
+      U21=U21+ UN*( XI*Q/R3*CD + (XI*Q2*AET - B2)*SD )                  03540000
+      U22=U22+ UN*( Y *Q/R3*CD + (Q*SD*(Q2*AET-F2*RRE)                  03550000
+     *                            -(XI2+ET2)/R3*CD - B4)*SD )           03560000
+      U31=U31+ UN*(-XI*Q2*AET*CD + (XI*Q/R3 - C1)*SD )                  03570000
+      U32=U32+ UN*( D*Q/R3*CD + (XI2*Q*AET*CD - SD/R + Y*Q/R3 - C2)*SD )03580000
+C===================================                                    03590000
+C=====  DIP-SLIP CONTRIBUTION  =====                                    03600000
+C===================================                                    03610000
+  200 IF(DISL2.EQ.F0)  GO TO 300                                        03620000
+      UN=DISL2/PI2                                                      03630000
+      SDCD=SD*CD                                                        03640000
+      U1 =U1 - UN*( Q/R             - A3*SDCD )                         03650000
+      U2 =U2 - UN*( Y*Q*RRX + CD*TT - A1*SDCD )                         03660000
+      U3 =U3 - UN*( D*Q*RRX + SD*TT - A5*SDCD )                         03670000
+      U11=U11+ UN*( XI*Q/R3            + B3*SDCD )                      03680000
+      U12=U12+ UN*( Y *Q/R3 - SD/R     + B1*SDCD )                      03690000
+      U21=U21+ UN*( Y *Q/R3 + Q*CD*RRE + B1*SDCD )                      03700000
+      U22=U22+ UN*( Y*Y*Q*AXI - (F2*Y*RRX + XI*CD*RRE)*SD + B2*SDCD )   03710000
+      U31=U31+ UN*( D *Q/R3 + Q*SD*RRE + C3*SDCD )                      03720000
+      U32=U32+ UN*( Y*D*Q*AXI - (F2*D*RRX + XI*SD*RRE)*SD + C1*SDCD )   03730000
+C========================================                               03740000
+C=====  TENSILE-FAULT CONTRIBUTION  =====                               03750000
+C========================================                               03760000
+  300 IF(DISL3.EQ.F0)  GO TO 900                                        03770000
+      UN=DISL3/PI2                                                      03780000
+      SDSD=SD*SD                                                        03790000
+      U1 =U1 + UN*( Q2*RRE                       - A3*SDSD )            03800000
+      U2 =U2 + UN*(-D*Q*RRX - SD*(XI*Q*RRE - TT) - A1*SDSD )            03810000
+      U3 =U3 + UN*( Y*Q*RRX + CD*(XI*Q*RRE - TT) - A5*SDSD )            03820000
+      U11=U11- UN*( XI*Q2*AET             + B3*SDSD )                   03830000
+      U12=U12- UN*(-D*Q/R3 - XI2*Q*AET*SD + B1*SDSD )                   03840000
+      U21=U21- UN*( Q2*(CD/R3 + Q*AET*SD) + B1*SDSD )                   03850000
+      U22=U22- UN*((Y*CD-D*SD)*Q2*AXI - F2*Q*SD*CD*RRX                  03860000
+     *                      - (XI*Q2*AET - B2)*SDSD )                   03870000
+      U31=U31- UN*( Q2*(SD/R3 - Q*AET*CD) + C3*SDSD )                   03880000
+      U32=U32- UN*((Y*SD+D*CD)*Q2*AXI + XI*Q2*AET*SD*CD                 03890000
+     *                       - (F2*Q*RRX - C1)*SDSD )                   03900000
+C-----                                                                  03910000
+  900 RETURN                                                            03920000
+      END                                                               03930000
Index: /trunk/anuga_core/source/anuga/tsunami_source/okada_tsunami.py
===================================================================
--- /trunk/anuga_core/source/anuga/tsunami_source/okada_tsunami.py	(revision 9455)
+++ /trunk/anuga_core/source/anuga/tsunami_source/okada_tsunami.py	(revision 9455)
@@ -0,0 +1,347 @@
+#
+# earthquake_tsunami function
+#
+"""
+This function returns a callable object representing an initial water
+   displacement generated by a submarine earthqauke.
+   
+The returned object is a callable okada function that represents
+the initial water displacement generated by a submarine earthuake.
+
+The underlying theory is based on:
+ Okada, Y. (1985) Surface Deformation due to shear and tensile faults in a half
+ space. Bulletin of the Seismological Society of America, 75(4)::1135-1154
+
+To use this function, you first must compile okada_tsunami_fortran.f (which should be in
+the same directory). This can be done with:
+
+f2py -c okada_tsunami_fortran.f -m okada_tsunami_fortran
+
+NOTE: Once I found that the above failed, but the following worked:
+f2py -c --fcompiler=gnu95 okada_tsunami_fortran.f -m okada_tsunami_fortran
+
+"""
+import numpy
+
+try:
+    import okada_tsunami_fortran
+except:
+    raise Exception,\
+    'okada_tsunami_fortran does not appear to be compiled.\n \
+    You can compile it by running the command:\n \
+    "f2py -c okada_tsunami_fortran.f -m okada_tsunami_fortran"\n \
+    in the shallow_water directory'
+ 
+from pyproj import Proj
+import copy
+
+def earthquake_source(
+             source=None,                     # List, numeric array or constant
+             filename=None,                    # Okada input file
+             domain=None,
+             lon_lat_degrees=False,
+             lon_before_lat=True,
+             utm_zone=None,
+             proj4string=None,
+             dmax=-1.,
+             verbose=False):
+    """ Return a function representing the water surface displacement caused by
+        a given earthquake slip geometry.  This uses Okada's (1985) functions to
+        compute the deformation at the ground surface as a result of the slip.
+        
+        The earthquake slip geometry is represented with one or more
+        rectangular sub-faults, each with a given centroid, depth, length, width,
+        strike, dip, and displacement
+
+        The user may either provide this information using 'source' (a numpy
+        array), or with a file.
+
+        INPUT PARAMETERS:
+
+        source = numpy array, with rows containing the following parameters for
+                 every unit slip surface:
+
+                [centroid_x, centroid_y, centroid_depth,
+                 strike, dip, length, width, dis1, dis2,dis3]
+
+                See 'DETAILS' for more information.
+
+        filename = a filename containing the information for 'source'. 
+                 The first row is a header (e.g. column labels), and is skipped.
+
+        domain = An anuga 'domain' object. Used to transform coordinates onto
+                 the ANUGA coordinate system (which internally has lower-left = (0,0)).
+                 To avoid transforming coordinates, use domain=None.
+                 The latter would typically be useful in idealised
+                 (non-spatial) simulations.
+       
+        lon_lat_degrees = True/False --- Are centroid_x, centroid_y in degrees (True),
+                                 or metres (False)?  'False' is appropriate for 
+                                 UTM projected coordinates, or
+                                 for non-spatial coordinates in units of metres. 
+                                 The latter typically arise in
+                                 ANUGA simulations that don't represent a particular 
+                                 region of earth.
+
+        lon_before_lat = True / False. If True, then the first column of 'source' is
+                         assumed to be longitude (x), and the second is latitude. 
+                         Otherwise, the first is latitude (y), and the second is longitude
+            
+
+        utm_zone = The utm zone. If utm_zone is not None and lon_lat_degrees=True, then 
+                   the coordinates are projected to the UTM zone.
+                   Use integers, with negative to represent south. 
+                   e.g. UTM zone 55S is represented with utm_zone=-55. 
+                        UTM zone 55N would be utm_zone=55
+
+        proj4string = Alternative to utm_zone (more flexible). If proj4string is not None and lon_lat_degrees=True,
+                    then the coordinates are projected to the projection defined by this proj4string.
+                    Only one of utm_zone OR proj4string may be specified.  
+
+        OUTPUT:
+            A callable function(x,y), which outputs the sea floor deformation 
+            associated with the earthquake.
+            Typically, this is assumed to be identical to the water surface deformation, 
+            which should be okay if the earthquake duration is suffuciently short, and the 
+            propogation speed of the earthquake is much larger than the ocean gravity wave 
+            speed [ = sqrt(g*depth)]
+
+        USAGE:
+           tsunami_func = earthquake_source(filename='example_source.txt', lon_lat_degrees=True, utm_zone=-51,verbose=True)
+
+           tsunami_func(3000., 2000.)
+
+            Here 'example_source.txt' looks like this (top few rows including header):
+                fault_source
+                121.37900  -8.62500  3.5 -285.0 30.0   10.0  10.00   0.01   1.12 0.0
+                121.39900  -8.70000  8.5 -285.0 30.0   10.0  10.00  -0.24   1.09 0.0
+                121.42000  -8.77600 13.5 -285.0 30.0   10.0  10.00  -0.07   1.62 0.0
+                121.44000  -8.85100 18.5 -285.0 30.0   10.0  10.00   0.00   0.00 0.0
+                121.46700  -8.60200  3.5 -285.0 30.0   10.0  10.00   0.21   0.87 0.0
+
+            # Alternative usage if the coordinate order is swapped
+            tsunami_source = okada_tsunami.earthquake_source(filename='example_source.txt',\
+                         verbose=True, lon_lat_degrees=True, lon_before_lat=False, utm_zone=-56, domain=domain)
+
+        DETAILS:
+                 centroid_x,centroid_y, are x,y coordinates of the unit slip surface.
+                 Their units are either 'm' (if lon_lat_degrees = False), or else they are in decimal degrees (lon/lat)
+                 In the latter case, they will be reprojected to the utm_zone, since ANUGA coordinates are always in metres. 
+ 
+                 centroid_depth = depth to the centroid of the fault plain (in km)
+
+                 strike is the fault angle (in degrees), measured from clockwise
+                 from north (or equivalently clockwise from any line x==constant, since we
+                 assume cartesian coordinates).
+
+                 dip is the slip surface dip (degrees downward from the horizontal). By convention, 
+                 the fault always dips to the right of the strike
+
+                 length = the length of the sub-fault (km)
+                 width  = the width of the sub-fault (km) DOWN THE DIP (i.e. width=surface_width/cos(dip))
+
+                 dis1, dis2, dis3 are the fault displacement components (m) in the
+                 directions 'along strike', 'up-dip', and 'perpendicular to the slip plain'.
+                 
+                 e.g. for a strike slip earthquake, with slip = 1: dis1 = 1, dis2 = 0, dis3 = 0.
+                      for a thrust slip earthquake, with slip = 1: dis1 = 0, dis2 = 1, dis3 = 0
+                      for a purely tensional displacement: dis1 = 0, dis2 = 0, dis3 > 0.
+    """
+
+    if filename is None and source is None:
+        raise Exception, 'Must have either Okada filename of numeric input for earthquake source'
+
+    # Read from file
+    if filename is not None:
+        # Check that we haven't also specified a source
+        if source is not None:
+            raise Exception, 'Cannot use both filename and numeric input for earthquake source'
+
+        # Open file
+        try:
+           lns = open(filename).readlines()
+        except:
+           raise Exception, 'Cannot read okada file %s' % filename
+        # Pack into 'source'
+        source = []
+        for line in lns[1:]:
+           source.append([float(x) for x in line.split()])
+
+        # Coerce to array
+        source = numpy.array(source)
+
+    # Hack to treat arrays with a single row
+    if(len(source.shape)==1):
+        source=source.reshape((1, source.shape[0]))
+    
+    # Switch the order of the spatial coordinates if needed 
+    if(lon_before_lat==False):
+        source2 = copy.copy(source)
+        source2[:,0] = copy.copy(source[:,1])
+        source2[:,1] = copy.copy(source[:,0])
+        source = source2
+ 
+    # Convert from lon_lat coordinates if needed
+    if(lon_lat_degrees==True):
+        if (utm_zone is not None) or (proj4string is not None):
+
+            if (utm_zone is not None) and (proj4string is not None):
+                raise Exception, 'Only one of utm_zone or proj4string can not be None'
+
+            # Add a few sanity checks
+            lat_abs_max = max(abs(source[:,1]))
+            long_abs_max = max(abs(source[:,0]))
+            if(long_abs_max > 360):
+                raise Exception, 'Longitude absolute values > 360: Check your inputs'
+            if(lat_abs_max > 90):
+                raise Exception, 'Latitude absolute values > 90: Check your inputs'
+
+            if(utm_zone is not None): 
+                # Set up function to reproject coordinates
+                if verbose: print 'project utm_zone = ', utm_zone
+                p = Proj(proj='utm',south=utm_zone<0,zone=abs(utm_zone),ellps='WGS84')
+            else:
+                if verbose: print 'proj4string = ',proj4string 
+                p = Proj(proj4string)
+
+            # Store lon/lat for later printing
+            lon_store=copy.copy(source[:,0])
+            lat_store=copy.copy(source[:,1])
+
+            for i in range(len(source[:,0])):
+                source[i,0], source[i,1] = p(source[i,0], source[i,1])      
+        else:
+            raise Exception, 'Need utm_zone for lon_lat coordinates'
+
+    # Sanity checks
+    dip=source[:,4]
+    mindip=min(dip)
+    maxdip=max(dip)
+    if((mindip<0.)|(maxdip>90.)):
+        raise Exception, 'ERROR: Dip should be between 0 and 90 degrees'
+
+    depth=source[:,2]
+    width=source[:,6]
+    topdepth=depth-width/2.0*numpy.sin(dip/180.*numpy.pi)
+    if(topdepth.min() < 0.0):
+        print '  easting   northing   depth strike    dip length  width  disl1   disl2  disl3 topdepth'
+        for i in range(len(source[:,0])):
+            if(topdepth[i]<0.0):
+                print source[i,:], topdepth[i]
+
+        raise Exception, 'ERROR: The tops of some sub-faults are above the ground (printed above)'
+
+    #A few print statements
+    if verbose is True:
+        print 'Earthquake parameters:'
+        if lon_lat_degrees==False:
+            print '  easting   northing   depth strike    dip length  width  disl1   disl2  disl3'
+            for i in range(0,len(source)):
+               print '%9.3f  %10.3f  %4.1f  %5.1f   %4.1f  %5.1f  %5.1f  %5.2f  %5.2f %5.2f' % \
+                      (source[i,0],source[i,1],source[i,2],source[i,3],source[i,4],source[i,5],\
+                       source[i,6],source[i,7],source[i,8], source[i,9])
+        else:
+            print 'longitude  latitude transformed_easting transformed_northing depth  strike  dip  length  width  disl1 disl2 disl3'
+            for i in range(0,len(source)):
+                print ' %7.2f  %7.2f  %9.1f  %10.1f  %4.1f  %5.1f   %4.1f  %5.1f  %5.1f  %5.2f  %5.2f %5.2f' % \
+                       (lon_store[i], lat_store[i], source[i,0],source[i,1],\
+                        source[i,2],source[i,3],source[i,4],source[i,5],\
+                        source[i,6],source[i,7],source[i,8], source[i,9])
+
+    # Offset the coordinates, to translate into the ANUGA coordinate system
+    if domain is not None:
+        xllcorner = domain.geo_reference.get_xllcorner()
+        yllcorner = domain.geo_reference.get_yllcorner()
+        for i in range(0,len(source)):
+            source[i,0] -= xllcorner  # fault origin (relative)
+            source[i,1] -= yllcorner
+
+    # By now, we have converted to 'utm' coordinates         
+    return Okada_func(source,verbose=verbose,dmax=-1)
+
+###################################################################
+#
+# CONVENIENCE FUNCTIONS
+#
+
+def rotate_coordinates(coords, angle=0):
+    # Rotate coords = [x1, y1] by 'angle' anticlockwise about (0., 0.)
+    # Equivalently, write the point given by 'coords' in a new coordinate system, 
+    # formed by rotating the axes clockwise about (0., 0.)
+    ct=numpy.cos(angle/180.*numpy.pi)    
+    st=numpy.sin(angle/180.*numpy.pi)    
+
+    x = ct*coords[0] - st*coords[1]
+    y = st*coords[0] + ct*coords[1]
+
+    return [x,y]
+
+def okada_origin_2_slip_centroid(lower_left, eq_depth, eq_length, eq_width,eq_strike, eq_dip):
+    # Convenience function to convert from 'okadas' origin for an earthquake
+    # slip surface, to the slip surface centroid
+    # Note that both are assumed to be in 'real world' coordinates
+    # Which are not the same as okada's coordinate system  
+    #
+    # INPUTS:
+    # lower left = [x0, y0] == okada's origin (deepest point at the most negative end of the strike direction) (m)
+    # eq_depth = maximum depth of slip surface (km)
+    # eq_length, eq_width = rectangular fault dimensions (km)
+    # eq_strike, eq_dip  = fault orientation parameters (degrees)
+
+    #import pdb
+    #pdb.set_trace()
+    new_depth =eq_depth - (eq_width/2.0)*numpy.sin(eq_dip/180.*numpy.pi)
+   
+    eq_surface_width=eq_width*numpy.cos(eq_dip/180.*numpy.pi)
+    ## Rotate the offset to the centroid 
+    x_offset, y_offset = rotate_coordinates([eq_length/2.0, eq_surface_width/2.0], -(eq_strike-90.))
+
+    #print x_offset, y_offset
+    # Centriod values
+    new_x = lower_left[0] + x_offset*1000.
+    new_y = lower_left[1] + y_offset*1000.
+
+    return new_x, new_y, new_depth
+
+########################################################################
+
+#
+# Okada class
+#
+
+"""
+   This is a callable class representing the initial water displacment 
+   generated by an earthquake.
+
+"""
+
+class Okada_func:
+
+   def __init__(self, source,verbose=False,alp=0.5,dmax=-1.):
+      self.elon  = source[:,0]
+      self.elat  = source[:,1]
+      self.edep  = source[:,2]
+      self.strk  = source[:,3]
+      self.dip   = source[:,4]
+      self.lnt = source[:,5]
+      self.wdt = source[:,6]
+      self.disl1 = source[:,7]
+      self.disl2 = source[:,8]
+      self.alp     = alp
+      self.dmax    = dmax
+      self.verbose = verbose
+     
+      #print self.elon, self.elat, self.edep, self.strk, self.dip, self.lnt, self.wdt, self.disl1, self.disl2, self.alp, self.dmax, self.verbose
+ 
+   def __call__(self, x, y):
+      """Make Okada_func a callable object.
+      
+      If called as a function, this object returns z values representing
+      the initial distribution of water heights at the points (x,y)
+      produced by a submarine mass failure.
+      """
+       
+      edsp,ndsp,zdsp = okada_tsunami_fortran.fault_disp(self.alp,self.elon,self.elat,self.edep,self.strk,self.dip,\
+                                             self.lnt,self.wdt,self.disl1,self.disl2,x,y,self.dmax)
+      return zdsp
+ 
Index: /trunk/anuga_core/source/anuga/tsunami_source/okada_tsunami_fortran.f
===================================================================
--- /trunk/anuga_core/source/anuga/tsunami_source/okada_tsunami_fortran.f	(revision 9455)
+++ /trunk/anuga_core/source/anuga/tsunami_source/okada_tsunami_fortran.f	(revision 9455)
@@ -0,0 +1,468 @@
+      subroutine fault_disp(alp,elon,elat,edep,strk,dip,length,wdt,
+     &     disl1,disl2,rlon,rlat,dstmx,edsp,ndsp,zdsp,m,n)
+c***********************************************************************
+c   
+c***********************************************************************
+      Implicit REAL*8 (A-H,L,O-Z)
+      integer m,n
+
+      real*8,intent(in):: alp,elat(n),elon(n),edep(n),strk(n),dip(n)
+      real*8,intent(in):: dstmx,length(n),wdt(n),disl1(n),disl2(n)
+      real*8,intent(in):: rlon(m),rlat(m)
+      real*8,intent(out):: zdsp(m),edsp(m),ndsp(m)
+      
+      logical:: DEBUG
+c     Convenience flag for debugging -- will write various outputs to file
+      DEBUG=.FALSE. 
+   
+c      print*, 'IN FORTRAN'
+
+      IF(DEBUG.eqv..TRUE.) THEN  
+
+          open(32, file='mylog.log')
+          write(32,*) ' MYLOGGINGZ'
+
+          write(32,*) 'WRITING TO FILE'
+          write(32,*) 'Input pars:'
+          write(32,*) 'alp=', alp
+          write(32,*)  'elon=', elon
+          write(32,*)  'elat=',elat
+          write(32,*)  'edep=',edep
+          write(32,*)  'strk=',strk
+          write(32,*)  'dip=', dip
+          write(32,*)  'length=', length
+          write(32,*)  'wdt=',wdt
+          write(32,*)  'disl1, disl2, disl3=', disl1, disl2, disl3
+          write(32,*)  'rlon, rlat = ', rlon, rlat
+          write(32,*)  'm , n = ', m, n
+ 
+      END IF
+
+      pi  = 4.*atan2(1.,1.)
+      dtr = pi/180.d0 ! degrees to radians
+      lt2k = 6371.d0*dtr ! latitude to kilometres
+
+c Initialize displacements to zero
+      do 50 j=1,m
+         ndsp(j) = 0.
+         edsp(j) = 0.
+ 50      zdsp(j) = 0.
+
+c Loop over faults
+      do 200 i=1,n
+c Translate the origin from fault center to Okada's lower left corner
+         tmp2 = cos(dip(i)*dtr)
+         tmp1 = 0.5*sqrt(length(i)*length(i) + tmp2*wdt(i)*tmp2*wdt(i)) ! Half 'diagonal length' of surface projection of the slip area
+         tmp2 = atan2(tmp2*wdt(i),length(i)) ! Angle of triangle connecting corners of surface projection of slip area
+         odep = edep(i) + 0.5*wdt(i)*sin(dip(i)*dtr) ! Origin depth in Okada's reference frame
+
+c       Compute origin for Okada's reference frame
+c       GD CHANGES HERE
+         oy = elat(i) - 1000.*tmp1*cos(tmp2-strk(i)*dtr)
+         ox = elon(i) + 1000.*tmp1*sin(tmp2-strk(i)*dtr)
+c         ox = elon(i) - 1000.*tmp1*cos(tmp2-strk(i)*dtr)
+c         oy = elat(i) - 1000.*tmp1*sin(tmp2-strk(i)*dtr)
+
+         IF (DEBUG.eqv..TRUE.) THEN
+             write(32,*) 'Okada origin of subfault ',i,': ',ox,oy,odep
+             write(32,*) 'Subfault centroid ',elon(i),elat(i)
+             write(32,*) 'Strike, dip',strk(i), dip(i)
+             write(32,*) 'More pars:', tmp1,tmp2, n, m, length(i),wdt(i)
+             write(32,*) 'END'
+         END IF
+c Loop over displacement points
+         do 100 j=1,m
+c          Translate to new origin
+           x = (rlon(j) - ox)*.001
+           y = (rlat(j) - oy)*.001
+           d = sqrt(x**2+y**2) ! Find distance from origin
+           az = 90.-atan2(y,x)/dtr
+
+           IF(DEBUG.eqv..TRUE.) THEN
+               write(32,*) x,y,rlon(j),rlat(j),d,az,atan2(y,x)/dtr
+               write(32,*) 'END'
+           END IF
+
+c          Rotate into Okada's reference frame, which has the strike
+c          direction = positive x axis, with the origin at the deep end
+c          of the slip with the most negative value along the x axis.
+           y = d*sin(dtr*(strk(i)-az))
+           x = d*cos(dtr*(strk(i)-az))
+C           x = -d*sin(dtr*(strk(i)-az))
+c           y = d*cos(dtr*(strk(i)-az))
+           IF(DEBUG.eqv..TRUE.) THEN
+               write(32,*) x,y
+               write(32,*) 'END'
+           END IF
+c            write(*,*) x,y,d,az
+c Skip this contribution of distance exceeds the threshhold            
+            if (dstmx.gt.0. .and. sqrt(x*x+y*y).gt.dstmx) goto 100
+c      SUBROUTINE  SRECTF(ALP,X,Y,DEP,AL1,AL2,AW1,AW2,                   01840000
+c     *                   SD,CD,DISL1,DISL2,DISL3,                       01850000
+c     *                   U1,U2,U3,U11,U12,U21,U22,U31,U32)              01860000
+            IF(DEBUG.eqv..TRUE.) THEN
+                write(32,*) 'SRECTF INPUTS: ', alp, x, y, odep, 0.d0
+                write(32,*) length(i), 0.d0, wdt(i), sin(dip(i)*dtr)
+                write(32,*) cos(dip(i)*dtr), disl1(i), disl2(i), 0.d0
+            END IF
+
+            call srectf(alp,x,y,odep,0.d0,length(i),0.d0,wdt(i),
+     &           sin(dip(i)*dtr),cos(dip(i)*dtr),disl1(i),
+     &           disl2(i),0.d0,u1,u2,u3,u11,u12,u21,u22,u31,u32)
+            IF(DEBUG.eqv..TRUE.) THEN
+                write(32,*) 'U3 is: ', u3
+            END IF
+            edsp(j) = edsp(j) - u2*cos(strk(i)*dtr)+u1*sin(strk(i)*dtr)
+            ndsp(j) = ndsp(j) + u2*sin(strk(i)*dtr)+u1*cos(strk(i)*dtr)
+            zdsp(j) = zdsp(j) + u3
+ 100     continue
+ 200  continue
+
+      IF(DEBUG.eqv..TRUE.) THEN
+          close(32)
+      END IF
+      RETURN
+      END
+
+C********************************************************************   00570000
+      SUBROUTINE  SPOINT(ALP,X,Y,DEP,SD,CD,POT1,POT2,POT3,              00530000
+     *                   U1,U2,U3,U11,U12,U21,U22,U31,U32)              00540000
+      IMPLICIT REAL*8 (A-H,O-Z)                                         00550000
+C                                                                       00560000
+C********************************************************************   00570000
+C*****                                                          *****   00580000
+C*****    SURFACE DISPLACEMENT,STRAIN,TILT                      *****   00590000
+C*****    DUE TO BURIED POINT SOURCE IN A SEMIINFINITE MEDIUM   *****   00600000
+C*****                         CODED BY  Y.OKADA ... JAN 1985   *****   00610000
+C*****                                                          *****   00620000
+C********************************************************************   00630000
+C                                                                       00640000
+C***** INPUT                                                            00650000
+C*****   ALP   : MEDIUM CONSTANT  MYU/(LAMDA+MYU)=1./((VP/VS)**2-1)     00660000
+C*****   X,Y   : COORDINATE OF STATION                                  00670000
+C*****   DEP     : SOURCE DEPTH                                         00680000
+C*****   SD,CD : SIN,COS OF DIP-ANGLE                                   00690000
+C*****          (CD=0.D0, SD=+/-1.D0 SHOULD BE GIVEN FOR VERTICAL FAULT)00700000
+C*****   POT1,POT2,POT3 : STRIKE-, DIP- AND TENSILE-POTENCY             00710000
+C*****       POTENCY=(  MOMENT OF DOUBLE-COUPLE  )/MYU    FOR POT1,2    00720000
+C*****       POTENCY=(INTENSITY OF ISOTROPIC PART)/LAMDA  FOR POT3      00730000
+C                                                                       00740000
+C***** OUTPUT                                                           00750000
+C*****   U1, U2, U3      : DISPLACEMENT ( UNIT=(UNIT OF POTENCY) /      00760000
+C*****                   :                     (UNIT OF X,Y,D)**2  )    00770000
+C*****   U11,U12,U21,U22 : STRAIN       ( UNIT= UNIT OF POTENCY) /      00780000
+C*****   U31,U32         : TILT                (UNIT OF X,Y,D)**3  )    00790000
+C                                                                       00800000
+      DATA  F0,F1,F2,F3,F4,F5,F8,F9                                     00810000
+     *      /0.D0, 1.D0, 2.D0, 3.D0, 4.D0, 5.D0, 8.D0, 9.D0/            00820000
+      PI2=6.283185307179586D0                                           00830000
+C-----                                                                  00840000
+      D =DEP                                                            00850000
+      P =Y*CD + D*SD                                                    00860000
+      Q =Y*SD - D*CD                                                    00870000
+      S =P*SD + Q*CD                                                    00880000
+      X2=X*X                                                            00890000
+      Y2=Y*Y                                                            00900000
+      XY=X*Y                                                            00910000
+      D2=D*D                                                            00920000
+      R2=X2 + Y2 + D2                                                   00930000
+      R =SQRT(R2)                                                       00940000
+      R3=R *R2                                                          00950000
+      R5=R3*R2                                                          00960000
+      QR=F3*Q/R5                                                        00970000
+      XR =F5*X2/R2                                                      00980000
+      YR =F5*Y2/R2                                                      00990000
+      XYR=F5*XY/R2                                                      01000000
+      DR =F5*D /R2                                                      01010000
+      RD =R + D                                                         01020000
+      R12=F1/(R*RD*RD)                                                  01030000
+      R32=R12*(F2*R + D)/ R2                                            01040000
+      R33=R12*(F3*R + D)/(R2*RD)                                        01050000
+      R53=R12*(F8*R2 + F9*R*D + F3*D2)/(R2*R2*RD)                       01060000
+      R54=R12*(F5*R2 + F4*R*D +    D2)/R3*R12                           01070000
+C-----                                                                  01080000
+      A1= ALP*Y*(R12-X2*R33)                                            01090000
+      A2= ALP*X*(R12-Y2*R33)                                            01100000
+      A3= ALP*X/R3 - A2                                                 01110000
+      A4=-ALP*XY*R32                                                    01120000
+      A5= ALP*( F1/(R*RD) - X2*R32 )                                    01130000
+      B1= ALP*(-F3*XY*R33      + F3*X2*XY*R54)                          01140000
+      B2= ALP*( F1/R3 - F3*R12 + F3*X2*Y2*R54)                          01150000
+      B3= ALP*( F1/R3 - F3*X2/R5) - B2                                  01160000
+      B4=-ALP*F3*XY/R5 - B1                                             01170000
+      C1=-ALP*Y*(R32 - X2*R53)                                          01180000
+      C2=-ALP*X*(R32 - Y2*R53)                                          01190000
+      C3=-ALP*F3*X*D/R5 - C2                                            01200000
+C-----                                                                  01210000
+      U1 =F0                                                            01220000
+      U2 =F0                                                            01230000
+      U3 =F0                                                            01240000
+      U11=F0                                                            01250000
+      U12=F0                                                            01260000
+      U21=F0                                                            01270000
+      U22=F0                                                            01280000
+      U31=F0                                                            01290000
+      U32=F0                                                            01300000
+C======================================                                 01310000
+C=====  STRIKE-SLIP CONTRIBUTION  =====                                 01320000
+C======================================                                 01330000
+      IF(POT1.EQ.F0)   GO TO 200                                        01340000
+      UN=POT1/PI2                                                       01350000
+      QRX=QR*X                                                          01360000
+      FX=F3*X/R5*SD                                                     01370000
+      U1 =U1 - UN*( QRX*X + A1*SD )                                     01380000
+      U2 =U2 - UN*( QRX*Y + A2*SD )                                     01390000
+      U3 =U3 - UN*( QRX*D + A4*SD )                                     01400000
+      U11=U11- UN*( QRX* (F2-XR)        + B1*SD )                       01410000
+      U12=U12- UN*(-QRX*XYR      + FX*X + B2*SD )                       01420000
+      U21=U21- UN*( QR*Y*(F1-XR)        + B2*SD )                       01430000
+      U22=U22- UN*( QRX *(F1-YR) + FX*Y + B4*SD )                       01440000
+      U31=U31- UN*( QR*D*(F1-XR)        + C1*SD )                       01450000
+      U32=U32- UN*(-QRX*DR*Y     + FX*D + C2*SD )                       01460000
+C======================================                                 01470000
+C=====    DIP-SLIP CONTRIBUTION   =====                                 01480000
+C======================================                                 01490000
+  200 IF(POT2.EQ.F0)   GO TO 300                                        01500000
+      UN=POT2/PI2                                                       01510000
+      SDCD=SD*CD                                                        01520000
+      QRP=QR*P                                                          01530000
+      FS=F3*S/R5                                                        01540000
+      U1 =U1 - UN*( QRP*X - A3*SDCD )                                   01550000
+      U2 =U2 - UN*( QRP*Y - A1*SDCD )                                   01560000
+      U3 =U3 - UN*( QRP*D - A5*SDCD )                                   01570000
+      U11=U11- UN*( QRP*(F1-XR)        - B3*SDCD )                      01580000
+      U12=U12- UN*(-QRP*XYR     + FS*X - B1*SDCD )                      01590000
+      U21=U21- UN*(-QRP*XYR            - B1*SDCD )                      01600000
+      U22=U22- UN*( QRP*(F1-YR) + FS*Y - B2*SDCD )                      01610000
+      U31=U31- UN*(-QRP*DR*X           - C3*SDCD )                      01620000
+      U32=U32- UN*(-QRP*DR*Y    + FS*D - C1*SDCD )                      01630000
+C========================================                               01640000
+C=====  TENSILE-FAULT CONTRIBUTION  =====                               01650000
+C========================================                               01660000
+  300 IF(POT3.EQ.F0)   GO TO 900                                        01670000
+      UN=POT3/PI2                                                       01680000
+      SDSD=SD*SD                                                        01690000
+      QRQ=QR*Q                                                          01700000
+      FQ=F2*QR*SD                                                       01710000
+      U1 =U1 + UN*( QRQ*X - A3*SDSD )                                   01720000
+      U2 =U2 + UN*( QRQ*Y - A1*SDSD )                                   01730000
+      U3 =U3 + UN*( QRQ*D - A5*SDSD )                                   01740000
+      U11=U11+ UN*( QRQ*(F1-XR)        - B3*SDSD )                      01750000
+      U12=U12+ UN*(-QRQ*XYR     + FQ*X - B1*SDSD )                      01760000
+      U21=U21+ UN*(-QRQ*XYR            - B1*SDSD )                      01770000
+      U22=U22+ UN*( QRQ*(F1-YR) + FQ*Y - B2*SDSD )                      01780000
+      U31=U31+ UN*(-QRQ*DR*X           - C3*SDSD )                      01790000
+      U32=U32+ UN*(-QRQ*DR*Y    + FQ*D - C1*SDSD )                      01800000
+C-----                                                                  01810000
+  900 RETURN                                                            01820000
+      END                                                               01830000
+      SUBROUTINE  SRECTF(ALP,X,Y,DEP,AL1,AL2,AW1,AW2,                   01840000
+     *                   SD,CD,DISL1,DISL2,DISL3,                       01850000
+     *                   U1,U2,U3,U11,U12,U21,U22,U31,U32)              01860000
+      IMPLICIT REAL*8 (A-H,O-Z)                                         01870000
+C                                                                       01880000
+C*********************************************************              01890000
+C*****                                               *****              01900000
+C*****    SURFACE DISPLACEMENT,STRAIN,TILT           *****              01910000
+C*****    DUE TO RECTANGULAR FAULT IN A HALF-SPACE   *****              01920000
+C*****              CODED BY  Y.OKADA ... JAN 1985   *****              01930000
+C*****                                               *****              01940000
+C*********************************************************              01950000
+C                                                                       01960000
+C***** INPUT                                                            01970000
+C*****   ALP     : MEDIUM CONSTANT  MYU/(LAMDA+MYU)=1./((VP/VS)**2-1)   01980000
+C*****   X,Y     : COORDINATE OF STATION                                01990000
+C*****   DEP     : SOURCE DEPTH                                         02000000
+C*****   AL1,AL2 : FAULT LENGTH RANGE                                   02010000
+C*****   AW1,AW2 : FAULT WIDTH RANGE                                    02020000
+C*****   SD,CD   : SIN,COS OF DIP-ANGLE                                 02030000
+C*****          (CD=0.D0, SD=+/-1.D0 SHOULD BE GIVEN FOR VERTICAL FAULT)02040000
+C*****   DISL1,DISL2,DISL3 : STRIKE-, DIP- AND TENSILE-DISLOCATION      02050000
+C                                                                       02060000
+C***** OUTPUT                                                           02070000
+C*****   U1, U2, U3      : DISPLACEMENT ( UNIT= UNIT OF DISL     )      02080000
+C*****   U11,U12,U21,U22 : STRAIN       ( UNIT= UNIT OF DISL /          02090000
+C*****   U31,U32         : TILT                 UNIT OF X,Y,,,AW )      02100000
+C                                                                       02110000
+C***** SUBROUTINE USED...SRECTG                                         02120000
+C                                                                       02130000
+      DIMENSION  U(9),DU(9)                                             02140000
+      DATA  F0, F1 / 0.D0, 1.D0 /                                       02150000
+C-----                                                                  02160000
+      P = Y*CD + DEP*SD                                                 02170000
+      Q = Y*SD - DEP*CD                                                 02180000
+      DO 1111  I=1,9                                                    02190000
+ 1111 U(I)=F0                                                           02200000
+C-----                                                                  02210000
+      DO 5555  K=1,2                                                    02220000
+       IF(K.EQ.1)  ET=P-AW1                                             02230000
+       IF(K.EQ.2)  ET=P-AW2                                             02240000
+       DO 4444  J=1,2                                                   02250000
+        IF(J.EQ.1)  XI=X-AL1                                            02260000
+        IF(J.EQ.2)  XI=X-AL2                                            02270000
+        JK=J+K                                                          02280000
+        IF(JK.NE.3)  SIGN= F1                                           02290000
+        IF(JK.EQ.3)  SIGN=-F1                                           02300000
+        CALL SRECTG(ALP,XI,ET,Q,SD,CD,DISL1,DISL2,DISL3,                02310000
+     *           DU(1),DU(2),DU(3),DU(4),DU(5),DU(6),DU(7),DU(8),DU(9)) 02320000
+        DO 3333  I=1,9                                                  02330000
+         U(I)=U(I)+SIGN*DU(I)                                           02340000
+ 3333   CONTINUE                                                        02350000
+ 4444  CONTINUE                                                         02360000
+ 5555 CONTINUE                                                          02370000
+      U1 =U(1)                                                          02380000
+      U2 =U(2)                                                          02390000
+      U3 =U(3)                                                          02400000
+      U11=U(4)                                                          02410000
+      U12=U(5)                                                          02420000
+      U21=U(6)                                                          02430000
+      U22=U(7)                                                          02440000
+      U31=U(8)                                                          02450000
+      U32=U(9)                                                          02460000
+      RETURN                                                            02470000
+      END                                                               02480000
+      SUBROUTINE  SRECTG(ALP,XI,ET,Q,SD,CD,DISL1,DISL2,DISL3,           02490000
+     *                   U1,U2,U3,U11,U12,U21,U22,U31,U32)              02500000
+      IMPLICIT REAL*8 (A-H,O-Z)                                         02510000
+C                                                                       02520000
+C*********************************************************************  02530000
+C*****                                                           *****  02540000
+C*****  INDEFINITE INTEGRAL OF SURFACE DISPLACEMENT,STRAIN,TILT  *****  02550000
+C*****  DUE TO RECTANGULAR FAULT IN A HALF-SPACE                 *****  02560000
+C*****                          CODED BY  Y.OKADA ... JAN 1985   *****  02570000
+C*****                                                           *****  02580000
+C*********************************************************************  02590000
+C                                                                       02600000
+C***** INPUT                                                            02610000
+C*****   ALP     : MEDIUM CONSTANT  MYU/(LAMDA+MYU)=1./((VP/VS)**2-1)   02620000
+C*****   XI,ET,Q : FAULT COORDINATE                                     02630000
+C*****   SD,CD   : SIN,COS OF DIP-ANGLE                                 02640000
+C*****          (CD=0.D0, SD=+/-1.D0 SHOULD BE GIVEN FOR VERTICAL FAULT)02650000
+C*****   DISL1,DISL2,DISL3 : STRIKE-, DIP- AND TENSILE-DISLOCATION      02660000
+C                                                                       02670000
+C***** OUTPUT                                                           02680000
+C*****   U1, U2, U3      : DISPLACEMENT ( UNIT= UNIT OF DISL    )       02690000
+C*****   U11,U12,U21,U22 : STRAIN       ( UNIT= UNIT OF DISL /          02700000
+C*****   U31,U32         : TILT                 UNIT OF XI,ET,Q )       02710000
+C                                                                       02720000
+      DATA  F0,F1,F2/ 0.D0, 1.D0, 2.D0 /                                02730000
+      PI2=6.283185307179586D0                                           02740000
+C-----                                                                  02750000
+      XI2=XI*XI                                                         02760000
+      ET2=ET*ET                                                         02770000
+      Q2=Q*Q                                                            02780000
+      R2=XI2+ET2+Q2                                                     02790000
+      R =DSQRT(R2)                                                      02800000
+      R3=R*R2                                                           02810000
+      D =ET*SD-Q*CD                                                     02820000
+      Y =ET*CD+Q*SD                                                     02830000
+      RET=R+ET                                                          02840000
+      IF(RET.LT.F0)  RET=F0                                             02850000
+      RD =R+D                                                           02860000
+      RRD=F1/(R*RD)                                                     02870000
+C-----                                                                  02880000
+      IF( Q .NE.F0)  TT = DATAN( XI*ET/(Q*R) )                          02890000
+      IF( Q .EQ.F0)  TT = F0                                            02900000
+      IF(RET.NE.F0)  RE = F1/RET                                        02910000
+      IF(RET.EQ.F0)  RE = F0                                            02920000
+      IF(RET.NE.F0)  DLE= DLOG(RET)                                     02930000
+      IF(RET.EQ.F0)  DLE=-DLOG(R-ET)                                    02940000
+      RRX=F1/(R*(R+XI))                                                 02950000
+      RRE=RE/R                                                          02960000
+      AXI=(F2*R+XI)*RRX*RRX/R                                           02970000
+      AET=(F2*R+ET)*RRE*RRE/R                                           02980000
+      IF(CD.EQ.F0)  GO TO 20                                            02990000
+C==============================                                         03000000
+C=====   INCLINED FAULT   =====                                         03010000
+C==============================                                         03020000
+      TD=SD/CD                                                          03030000
+      X =DSQRT(XI2+Q2)                                                  03040000
+      IF(XI.EQ.F0)  A5=F0                                               03050000
+      IF(XI.NE.F0)                                                      03060000
+     *A5= ALP*F2/CD*DATAN( (ET*(X+Q*CD)+X*(R+X)*SD) / (XI*(R+X)*CD) )   03070000
+      A4= ALP/CD*( DLOG(RD) - SD*DLE )                                  03080000
+      A3= ALP*(Y/RD/CD - DLE) + TD*A4                                   03090000
+      A1=-ALP/CD*XI/RD        - TD*A5                                   03100000
+      C1= ALP/CD*XI*(RRD - SD*RRE)                                      03110000
+      C3= ALP/CD*(Q*RRE - Y*RRD)                                        03120000
+      B1= ALP/CD*(XI2*RRD - F1)/RD - TD*C3                              03130000
+      B2= ALP/CD*XI*Y*RRD/RD       - TD*C1                              03140000
+      GO TO 30                                                          03150000
+C==============================                                         03160000
+C=====   VERTICAL FAULT   =====                                         03170000
+C==============================                                         03180000
+   20 RD2=RD*RD                                                         03190000
+      A1=-ALP/F2*XI*Q/RD2                                               03200000
+      A3= ALP/F2*( ET/RD + Y*Q/RD2 - DLE )                              03210000
+      A4=-ALP*Q/RD                                                      03220000
+      A5=-ALP*XI*SD/RD                                                  03230000
+      B1= ALP/F2*  Q  /RD2*(F2*XI2*RRD - F1)                            03240000
+      B2= ALP/F2*XI*SD/RD2*(F2*Q2 *RRD - F1)                            03250000
+      C1= ALP*XI*Q*RRD/RD                                               03260000
+      C3= ALP*SD/RD*(XI2*RRD - F1)                                      03270000
+C-----                                                                  03280000
+   30 A2=-ALP*DLE - A3                                                  03290000
+      B3=-ALP*XI*RRE - B2                                               03300000
+      B4=-ALP*( CD/R + Q*SD*RRE ) - B1                                  03310000
+      C2= ALP*(-SD/R + Q*CD*RRE ) - C3                                  03320000
+C-----                                                                  03330000
+      U1 =F0                                                            03340000
+      U2 =F0                                                            03350000
+      U3 =F0                                                            03360000
+      U11=F0                                                            03370000
+      U12=F0                                                            03380000
+      U21=F0                                                            03390000
+      U22=F0                                                            03400000
+      U31=F0                                                            03410000
+      U32=F0                                                            03420000
+C======================================                                 03430000
+C=====  STRIKE-SLIP CONTRIBUTION  =====                                 03440000
+C======================================                                 03450000
+      IF(DISL1.EQ.F0)  GO TO 200                                        03460000
+      UN=DISL1/PI2                                                      03470000
+      REQ=RRE*Q                                                         03480000
+      U1 =U1 - UN*( REQ*XI +   TT    + A1*SD )                          03490000
+      U2 =U2 - UN*( REQ*Y  + Q*CD*RE + A2*SD )                          03500000
+      U3 =U3 - UN*( REQ*D  + Q*SD*RE + A4*SD )                          03510000
+      U11=U11+ UN*( XI2*Q*AET - B1*SD )                                 03520000
+      U12=U12+ UN*( XI2*XI*( D/(ET2+Q2)/R3 - AET*SD ) - B2*SD )         03530000
+      U21=U21+ UN*( XI*Q/R3*CD + (XI*Q2*AET - B2)*SD )                  03540000
+      U22=U22+ UN*( Y *Q/R3*CD + (Q*SD*(Q2*AET-F2*RRE)                  03550000
+     *                            -(XI2+ET2)/R3*CD - B4)*SD )           03560000
+      U31=U31+ UN*(-XI*Q2*AET*CD + (XI*Q/R3 - C1)*SD )                  03570000
+      U32=U32+ UN*( D*Q/R3*CD + (XI2*Q*AET*CD - SD/R + Y*Q/R3 - C2)*SD )03580000
+C===================================                                    03590000
+C=====  DIP-SLIP CONTRIBUTION  =====                                    03600000
+C===================================                                    03610000
+  200 IF(DISL2.EQ.F0)  GO TO 300                                        03620000
+      UN=DISL2/PI2                                                      03630000
+      SDCD=SD*CD                                                        03640000
+      U1 =U1 - UN*( Q/R             - A3*SDCD )                         03650000
+      U2 =U2 - UN*( Y*Q*RRX + CD*TT - A1*SDCD )                         03660000
+      U3 =U3 - UN*( D*Q*RRX + SD*TT - A5*SDCD )                         03670000
+      U11=U11+ UN*( XI*Q/R3            + B3*SDCD )                      03680000
+      U12=U12+ UN*( Y *Q/R3 - SD/R     + B1*SDCD )                      03690000
+      U21=U21+ UN*( Y *Q/R3 + Q*CD*RRE + B1*SDCD )                      03700000
+      U22=U22+ UN*( Y*Y*Q*AXI - (F2*Y*RRX + XI*CD*RRE)*SD + B2*SDCD )   03710000
+      U31=U31+ UN*( D *Q/R3 + Q*SD*RRE + C3*SDCD )                      03720000
+      U32=U32+ UN*( Y*D*Q*AXI - (F2*D*RRX + XI*SD*RRE)*SD + C1*SDCD )   03730000
+C========================================                               03740000
+C=====  TENSILE-FAULT CONTRIBUTION  =====                               03750000
+C========================================                               03760000
+  300 IF(DISL3.EQ.F0)  GO TO 900                                        03770000
+      UN=DISL3/PI2                                                      03780000
+      SDSD=SD*SD                                                        03790000
+      U1 =U1 + UN*( Q2*RRE                       - A3*SDSD )            03800000
+      U2 =U2 + UN*(-D*Q*RRX - SD*(XI*Q*RRE - TT) - A1*SDSD )            03810000
+      U3 =U3 + UN*( Y*Q*RRX + CD*(XI*Q*RRE - TT) - A5*SDSD )            03820000
+      U11=U11- UN*( XI*Q2*AET             + B3*SDSD )                   03830000
+      U12=U12- UN*(-D*Q/R3 - XI2*Q*AET*SD + B1*SDSD )                   03840000
+      U21=U21- UN*( Q2*(CD/R3 + Q*AET*SD) + B1*SDSD )                   03850000
+      U22=U22- UN*((Y*CD-D*SD)*Q2*AXI - F2*Q*SD*CD*RRX                  03860000
+     *                      - (XI*Q2*AET - B2)*SDSD )                   03870000
+      U31=U31- UN*( Q2*(SD/R3 - Q*AET*CD) + C3*SDSD )                   03880000
+      U32=U32- UN*((Y*SD+D*CD)*Q2*AXI + XI*Q2*AET*SD*CD                 03890000
+     *                       - (F2*Q*RRX - C1)*SDSD )                   03900000
+C-----                                                                  03910000
+  900 RETURN                                                            03920000
+      END                                                               03930000
Index: /trunk/anuga_core/source/anuga/tsunami_source/okada_tsunami_octave_95.txt
===================================================================
--- /trunk/anuga_core/source/anuga/tsunami_source/okada_tsunami_octave_95.txt	(revision 9455)
+++ /trunk/anuga_core/source/anuga/tsunami_source/okada_tsunami_octave_95.txt	(revision 9455)
@@ -0,0 +1,101 @@
+ 4.64360708e-04 4.89731174e-04 5.15945733e-04 5.43006939e-04 5.70914248e-04 5.99663667e-04 6.29247380e-04 6.59653362e-04 6.90864977e-04 7.22860564e-04 7.55613010e-04 7.89089329e-04 8.23250222e-04 8.58049660e-04 8.93434466e-04 9.29343918e-04 9.65709374e-04 1.00245394e-03 1.03949215e-03 1.07672977e-03 1.11406354e-03 1.15138115e-03 1.18856115e-03 1.22547305e-03 1.26197748e-03 1.29792650e-03 1.33316404e-03 1.36752639e-03 1.40084298e-03 1.43293718e-03 1.46362730e-03 1.49272780e-03 1.52005050e-03 1.54540614e-03 1.56860589e-03 1.58946311e-03 1.60779515e-03 1.62342531e-03 1.63618478e-03 1.64591468e-03 1.65246812e-03 1.65571221e-03 1.65552998e-03 1.65182230e-03 1.64450958e-03 1.63353335e-03 1.61885759e-03 1.60046990e-03 1.57838231e-03 1.55263183e-03 1.52328068e-03 1.49041622e-03 1.45415042e-03 1.41461913e-03 1.37198089e-03 1.32641550e-03 1.27812219e-03 1.22731764e-03 1.17423363e-03 1.11911460e-03 1.06221500e-03 1.00379659e-03 9.44125620e-04 8.83470101e-04 8.22097090e-04 7.60270085e-04 6.98246573e-04 6.36275771e-04 5.74596576e-04 5.13435772e-04 4.53006491e-04 3.93506959e-04 3.35119501e-04 2.78009842e-04 2.22326656e-04 1.68201374e-04 1.15748223e-04 6.50644797e-05 1.62309006e-05 -3.06876730e-05 -7.56415836e-05 -1.18595512e-04 -1.59527552e-04 -1.98428213e-04 -2.35299402e-04 -2.70153365e-04 -3.03011644e-04 -3.33904039e-04 -3.62867598e-04 -3.89945648e-04 -4.15186865e-04 -4.38644405e-04 -4.60375083e-04 -4.80438623e-04 -4.98896957e-04 -5.15813597e-04 -5.31253064e-04 -5.45280374e-04 -5.57960588e-04 -5.69358412e-04 -5.79537849e-04
+ 4.57503396e-04 4.83550126e-04 5.10506351e-04 5.38378051e-04 5.67168099e-04 5.96875878e-04 6.27496879e-04 6.59022274e-04 6.91438473e-04 7.24726657e-04 7.58862311e-04 7.93814730e-04 8.29546534e-04 8.66013177e-04 9.03162457e-04 9.40934053e-04 9.79259072e-04 1.01805963e-03 1.05724849e-03 1.09672871e-03 1.13639341e-03 1.17612559e-03 1.21579800e-03 1.25527321e-03 1.29440369e-03 1.33303205e-03 1.37099150e-03 1.40810634e-03 1.44419267e-03 1.47905931e-03 1.51250879e-03 1.54433865e-03 1.57434278e-03 1.60231305e-03 1.62804100e-03 1.65131980e-03 1.67194624e-03 1.68972289e-03 1.70446034e-03 1.71597948e-03 1.72411386e-03 1.72871195e-03 1.72963943e-03 1.72678136e-03 1.72004418e-03 1.70935757e-03 1.69467605e-03 1.67598032e-03 1.65327834e-03 1.62660596e-03 1.59602733e-03 1.56163476e-03 1.52354833e-03 1.48191500e-03 1.43690735e-03 1.38872192e-03 1.33757725e-03 1.28371152e-03 1.22737997e-03 1.16885204e-03 1.10840841e-03 1.04633780e-03 9.82933887e-04 9.18492070e-04 8.53306413e-04 7.87666668e-04 7.21855490e-04 6.56145877e-04 5.90798871e-04 5.26061546e-04 4.62165313e-04 3.99324539e-04 3.37735495e-04 2.77575625e-04 2.19003112e-04 1.62156743e-04 1.07156033e-04 5.41015839e-05 3.07566308e-06 -4.58570532e-05 -9.26485807e-05 -1.37266615e-04 -1.79693432e-04 -2.19924730e-04 -2.57968434e-04 -2.93843492e-04 -3.27578676e-04 -3.59211410e-04 -3.88786636e-04 -4.16355726e-04 -4.41975460e-04 -4.65707062e-04 -4.87615308e-04 -5.07767709e-04 -5.26233761e-04 -5.43084270e-04 -5.58390747e-04 -5.72224876e-04 -5.84658036e-04 -5.95760897e-04 -6.05603063e-04
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