Index: unk/anuga_core/source/anuga/shallow_water/eq_test.py
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/eq_test.py	(revision 9455)
+++ 	(revision )
@@ -1,121 +1,0 @@
-
-from anuga.shallow_water import Domain, Reflective_boundary, Dirichlet_boundary 
-from eqf_v2 import earthquake_tsunami
-
-res = 10000000.
-intres = 1000000.
-boundingpoly=[[-100000,-80000],[-100000,80000],[100000,80000],[100000,-80000]]
-poly = [[-40000,-20000],[40000,-20000],[40000,30000],[-40000,30000]]
-interior_regions = [[poly,intres]]
-
-from anuga.pmesh.mesh_interface import create_mesh_from_regions
-from caching import cache
-meshname = 'another_test'+'.msh'
-
-_ = cache(create_mesh_from_regions,
-          boundingpoly,
-           {'boundary_tags': {'e0': [0], 'e1': [1], 'e2': [2], 'e3': [3]},
-           'maximum_triangle_area': res,
-           'filename': meshname,
-           'interior_regions': interior_regions},
-           verbose = True)
-
-domain = Domain(meshname, use_cache = True, verbose = True)
-
-basename = 'test'
-domain.set_name(basename)
-domain.set_quantities_to_be_stored(['stage', 'xmomentum', 'ymomentum'])
-domain.set_minimum_storable_height(0.01)
-
-tsunami_source = earthquake_tsunami(length=25.0,
-                                    width=5.0,
-                                    strike=0.,
-                                    depth=3.50,
-#                                    depth=3500.0,
-                                    dip=15.0,
-                                    slip=1.,
-                                    x0=0.0,
-                                    y0=0.0,
-                                    domain=domain,
-                                    verbose=True)
-
-stage0 = 1.0
-
-#sets tsunami_source to the domain
-domain.set_quantity('stage', tsunami_source)
-z2 = domain.get_quantity('stage')
-int2 = z2.get_integral()/400000.0
-#print 'integral before and after', int1, int2
-
-print 'len(z2)',len(z2)
-print 'dir(z2)',dir(z2)
-
-domain.set_quantity('elevation', -10.0, alpha = 0.1)
-
-Br = Reflective_boundary(domain)
-Bd = Dirichlet_boundary([0,0,0])
-domain.set_boundary( {'e0': Br,  'e1': Br, 'e2': Br, 'e3': Br} )
-
-import time
-
-t0 = time.time()
-
-for t in domain.evolve(yieldstep = 1, finaltime = 1): 
-    domain.write_time()
-    domain.write_boundary_statistics(tags = 'e2')
-    
-from anuga.abstract_2d_finite_volumes.util import file_function
-import numpy as num
-from pylab import plot, ion, hold,savefig
-
-'''
-#points=array([[0,0],[0,10]])
-max = 100
-skip = 1000
-
-y = 10000
-points=num.array([[0]*2]*max)
-print points
-half_max_skip=(max*skip)/2
-for i in range(max):
-    print i*skip-half_max_skip
-    points[i]=[i*skip-half_max_skip, y]
-#    print i
-'''
-interval=500
-profile_lenght= 20000
-number_points = profile_lenght/interval
-y = 10000
-points=num.array([[0]*2]*number_points)
-print points
-half_profile=profile_lenght/2
-for i in range(number_points):
-    print i*interval-half_profile
-    points[i]=[i*interval-half_profile, y]
-
-
-print "points[0,:]",points
-ion()
-print 'hello'
-
-F = file_function('test.sww', quantities = 'stage', interpolation_points=points,verbose = True,use_cache=True)
-
-print F.statistics()
-t=1
-x = 0.0
-y = 0.0
-#print F(t=1, x=5000, y=5000)
-profile=[]
-
-for i in range(number_points):
-    profile.append(F(0,point_id=i))
-    print i, F(0,point_id=i)
-print'profile', profile#,points[:,1]
-
-plot(points[:,0],profile)
-savefig("profile",dpi=300)
-
-    
-    
-
-
Index: unk/anuga_core/source/anuga/shallow_water/eqf.py
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/eqf.py	(revision 9455)
+++ 	(revision )
@@ -1,147 +1,0 @@
-#
-# earthquake_tsunami function
-#
-#import okada
-"""This function returns a callable object representing an initial water
-   displacement generated by a submarine earthqauke.
-   
-Using input parameters:
-
-Required
- length  along-stike length of rupture area
- width   down-dip width of rupture area
- strike  azimuth (degrees, measured from north) of fault axis
- dip     angle of fault dip in degrees w.r.t. horizontal
- depth   depth to base of rupture area
- 
-Optional
- x0      x origin (0)
- y0      y origin (0)
- slip    metres of fault slip (1)
- rake    angle of slip (w.r.t. horizontal) in fault plane (90 degrees)
-
-The returned object is a callable okada function that represents
-the initial water displacement generated by a submarine earthuake.
-
-"""
-
-
-def earthquake_tsunami(length, width, strike, depth, \
-                       dip, x0=0.0, y0=0.0, slip=1.0, rake=90.,\
-                       domain=None, verbose=False):
-
-    from math import sin, radians
-
-    if domain is not None:
-        xllcorner = domain.geo_reference.get_xllcorner()
-        yllcorner = domain.geo_reference.get_yllcorner()
-        x0 = x0 - xllcorner  # fault origin (relative)
-        y0 = y0 - yllcorner
-    
-    #a few temporary print statements
-    if verbose is True:
-        print '\nThe Earthquake ...'
-        print '\tLength: ', length
-        print '\tDepth: ', depth
-        print '\tStrike: ', strike
-        print '\tWidth: ', width
-        print '\tDip: ', dip
-        print '\tSlip: ', slip
-        print '\tx0: ', x0
-        print '\ty0: ', y0
-
-    # warning test
-    test = width*1000.0*sin(radians(dip)) - depth
-
-    if verbose is True:
-        if test > 0.0:
-            print 'Earthquake source not located below seafloor'
-            print 'Please check depth'
-
-    return Okada_func(length=length, width=width, dip=dip, \
-                      x0=x0, y0=y0, strike=strike, depth=depth, \
-                      slip=slip, rake=rake, test=test)
-
-
-#
-# Okada class
-#
-
-"""This is a callable class representing the initial water displacment 
-   generated by an earthquake.
-
-Using input parameters:
-
-Required
- length  along-stike length of rupture area
- width   down-dip width of rupture area
- strike  azimuth (degrees, measured from north) of fault axis
- dip     angle of fault dip in degrees w.r.t. horizontal
- depth   depth to base of rupture area
- 
-Optional
- x0      x origin (0)
- y0      y origin (0)
- slip    metres of fault slip (1)
- rake    angle of slip (w.r.t. horizontal) in fault plane (90 degrees)
-
-"""
-
-class Okada_func:
-
-    def __init__(self, length, width, dip, x0, y0, strike, \
-                 depth, slip, rake, test):
-        self.dip = dip
-        self.length = length
-        self.width = width
-        self.x0 = x0
-        self.y0 = y0
-        self.strike = strike
-        self.depth = depth
-        self.slip = slip
-        self.rake = rake
-        self.test = test
-
-
-    def __call__(self, x, y):
-        """Make Okada_func a callable object.
-
-        If called as a function, this object returns z values representing
-        the initial 3D distribution of water heights at the points (x,y)
-        produced by a submarine mass failure.
-        """
-
-        from math import sin, cos, radians, exp, cosh
-        from okada import okadatest
-
-        #ensure vectors x and y have the same length
-        N = len(x)
-        assert N == len(y)
-
-        depth = self.depth
-        dip = self.dip
-        length = self.length
-        width = self.width
-        x0 = self.x0
-        y0 = self.y0
-        strike = self.strike
-        dip = self.dip
-        rake = self.rake
-        slip = self.slip
-        
-        #double Gaussian calculation assumes water displacement is oriented
-        #E-W, so, for displacement at some angle alpha clockwise from the E-W
-        #direction, rotate (x,y) coordinates anti-clockwise by alpha
-
-        cosa = cos(radians(strike))
-        sina = sin(radians(strike))
-
-        xr = ( (x-x0) * sina + (y-y0) * cosa)
-        yr = (-(x-x0) * cosa + (y-y0) * sina) 
-
-        z = okada(xr,yr,depth,length,width,dip,rake,slip)
-    
-                
-        return z
-
-    
Index: unk/anuga_core/source/anuga/shallow_water/eqf_v2.py
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/eqf_v2.py	(revision 9455)
+++ 	(revision )
@@ -1,559 +1,0 @@
-#
-# earthquake_tsunami function
-#
-
-"""This function returns a callable object representing an initial water
-   displacement generated by a submarine earthqauke.
-   
-Using input parameters:
-
-Required
- length  along-stike length of rupture area
- width   down-dip width of rupture area
- strike  azimuth (degrees, measured from north) of fault axis
- dip     angle of fault dip in degrees w.r.t. horizontal
- depth   depth to base of rupture area
- 
-Optional
- x0      x origin (0)
- y0      y origin (0)
- slip    metres of fault slip (1)
- rake    angle of slip (w.r.t. horizontal) in fault plane (90 degrees)
-
-The returned object is a callable okada function that represents
-the initial water displacement generated by a submarine earthuake.
-
-"""
-
-import numpy as num
-
-
-def earthquake_tsunami(length, width, strike, depth, \
-                       dip, x0=0.0, y0=0.0, slip=1.0, rake=90.,\
-                       domain=None, verbose=False):
-    """ return a function representing a tsunami event
-    """
-
-    from math import sin, radians
-
-    raise Exception, 'WARNING: (GD, 11/07/2012) there seem to be bugs in eqf_v2.py\
-    , I suggest you use okada_tsunami'
-
-    if domain is not None:
-        xllcorner = domain.geo_reference.get_xllcorner()
-        yllcorner = domain.geo_reference.get_yllcorner()
-        x0 = x0 - xllcorner  # fault origin (relative)
-        y0 = y0 - yllcorner
-
-    #a few temporary print statements
-    if verbose is True:
-        print '\nThe Earthquake ...'
-        print '\tLength: ', length
-        print '\tDepth: ', depth
-        print '\tStrike: ', strike
-        print '\tWidth: ', width
-        print '\tDip: ', dip
-        print '\tSlip: ', slip
-        print '\tx0: ', x0
-        print '\ty0: ', y0
-
-    # warning state
-#    test = width*1000.0*sin(radians(dip)) - depth
-    test = width*1000.0*sin(radians(dip)) - depth*1000
-    
-    if test > 0.0:
-        msg = 'Earthquake source not located below seafloor - check depth'
-        raise Exception, msg
-
-    return Okada_func(length=length, width=width, dip=dip, \
-                      x0=x0, y0=y0, strike=strike, depth=depth, \
-                      slip=slip, rake=rake)
-
-#
-# Okada class
-#
-
-"""This is a callable class representing the initial water displacment 
-   generated by an earthquake.
-
-Using input parameters:
-
-Required
- length  along-stike length of rupture area
- width   down-dip width of rupture area
- strike  azimuth (degrees, measured from north) of fault axis
- dip     angle of fault dip in degrees w.r.t. horizontal
- depth   depth to base of rupture area
- 
-Optional
- x0      x origin (0)
- y0      y origin (0)
- slip    metres of fault slip (1)
- rake    angle of slip (w.r.t. horizontal) in fault plane (90 degrees)
-
-"""
-
-class Okada_func:
-
-    def __init__(self, length, width, dip, x0, y0, strike, \
-                 depth, slip, rake):
-        self.dip = dip
-        self.length = length
-        self.width = width
-        self.x0 = x0
-        self.y0 = y0
-        self.strike = strike
-        self.depth = depth
-        self.slip = slip
-        self.rake = rake
-
-
-    def __call__(self, x, y):
-        """Make Okada_func a callable object.
-
-        If called as a function, this object returns z values representing
-        the initial 3D distribution of water heights at the points (x,y)
-        produced by a submarine mass failure.
-        """
-
-        from math import sin, cos, radians
-        #from okada import okadatest
-
-        #ensure vectors x and y have the same length
-        N = len(x)
-        assert N == len(y)
-
-        depth = self.depth
-        dip = self.dip
-        length = self.length
-        width = self.width
-        x0 = self.x0
-        y0 = self.y0
-        strike = self.strike
-        dip = self.dip
-        rake = self.rake
-        slip = self.slip
-        
-        #double Gaussian calculation assumes water displacement is oriented
-        #E-W, so, for displacement at some angle alpha clockwise from the E-W
-        #direction, rotate (x,y) coordinates anti-clockwise by alpha
-
-        cosa = cos(radians(strike))
-        sina = sin(radians(strike))
-
-        xr = ( (x-x0) * sina + (y-y0) * cosa)
-        yr = (-(x-x0) * cosa + (y-y0) * sina)
-
-        # works on nautilus when have already done
-        # f2py -c okada.f -m okada
-        #z1 = okada(xr,yr,depth,length,width,dip,rake,slip)
-
-        z2 = num.zeros(N, num.float)
-        alp = 0.5
-        disl3 = 0.0
-        zero = 0.0
-        disl1 = slip*cos(radians(rake))
-        disl2 = slip*sin(radians(rake))
-        cd = cos(radians(dip))
-        sd = sin(radians(dip))
-
-        for i in range(N-1):
-            # GD CHANGE
-            self.SRECTF(alp, xr[i]*.001, yr[i]*.001, depth, zero, length,\
-                        zero, width, sd, cd, disl1, disl2, disl3)
-            #self.SRECTF(alp, xr[i]*.001, yr[i]*.001, depth*0.001, zero, length,\
-            #            zero, width, sd, cd, disl1, disl2, disl3)
-            
-            z2[i] = self.U3
-
-        return z2
-
-    def SRECTF(self,ALP,X,Y,DEP,AL1,AL2,AW1,AW2,SD,CD,DISL1,DISL2,DISL3):
-        """ SURFACE DISPLACEMENT,STRAIN,TILT DUE TO RECTANGULAR FAULT
-            IN A HALF-SPACE. CODED BY  Y.OKADA ... JAN 1985                
-             
-                                                                          
-         INPUT                                                            
-           ALP     : MEDIUM CONSTANT  MYU/(LAMDA+MYU)=1./((VP/VS)**2-1)   
-           X,Y     : COORDINATE OF STATION                                
-           DEP     : SOURCE DEPTH                                         
-           AL1,AL2 : FAULT LENGTH RANGE                                   
-           AW1,AW2 : FAULT WIDTH RANGE                                    
-           SD,CD   : SIN,COS OF DIP-ANGLE                                 
-                  (CD=0.D0, SD=+/-1.D0 SHOULD BE GIVEN FOR VERTICAL FAULT)
-           DISL1,DISL2,DISL3 : STRIKE-, DIP- AND TENSILE-DISLOCATION      
-                                                                              
-         OUTPUT                                                           
-           U1, U2, U3      : DISPLACEMENT ( UNIT= UNIT OF DISL     )      
-           U11,U12,U21,U22 : STRAIN       ( UNIT= UNIT OF DISL /          
-           U31,U32         : TILT                 UNIT OF X,Y,,,AW )      
-                                                                              
-         SUBROUTINE USED...SRECTG                                         
-        """                                                                    
-        
-        U = num.zeros(9, num.float)
-        DU = num.zeros(9, num.float)
-        
-        F0 = 0.0
-        F1 = 1.0
-                                                                    
-        P = Y*CD + DEP*SD                                                 
-        Q = Y*SD - DEP*CD
-
-        KVEC = [1,2]
-        JVEC = [1,2]
-        for K in KVEC:
-            if K == 1: ET=P-AW1
-            if K == 2: ET=P-AW2
-            for J in JVEC:
-                if J == 1: XI=X-AL1
-                if J == 2: XI=X-AL2
-                JK=J+K
-                if JK != 3:
-                    SIGN= F1
-                else:
-                    SIGN=-F1
-
-                self.SRECTG(ALP,XI,ET,Q,SD,CD,DISL1,DISL2,DISL3)
-            
-                DU[0] = self.DU1
-                DU[1] = self.DU2
-                DU[2] = self.DU3
-                DU[3] = self.DU11
-                DU[4] = self.DU12
-                DU[5] = self.DU21
-                DU[6] = self.DU22
-                DU[7] = self.DU31
-                DU[8] = self.DU32
-            
-                for i in range(len(U)):
-                    U[i]=U[i]+SIGN*DU[i]
-            
-        U1  = U[0]                                                          
-        U2  = U[1]                                                          
-        U3  = U[2]                                                          
-        U11 = U[3]                                                          
-        U12 = U[4]                                                          
-        U21 = U[5]                                                          
-        U22 = U[6]                                                          
-        U31 = U[7]                                                          
-        U32 = U[8]
-
-        self.U3 = U3
-        
-    def SRECTG(self,ALP,XI,ET,Q,SD,CD,DISL1,DISL2,DISL3):
-        """
-        C                                                                       
-        C*********************************************************************  
-        C*****                                                           *****  
-        C*****  INDEFINITE INTEGRAL OF SURFACE DISPLACEMENT,STRAIN,TILT  *****  
-        C*****  DUE TO RECTANGULAR FAULT IN A HALF-SPACE                 *****  
-        C*****                          CODED BY  Y.OKADA ... JAN 1985   *****  
-        C*****                                                           *****  
-        C*********************************************************************  
-        C                                                                       
-        C***** INPUT                                                            
-        C*****   ALP     : MEDIUM CONSTANT  MYU/(LAMDA+MYU)=1./((VP/VS)**2-1)   
-        C*****   XI,ET,Q : FAULT COORDINATE                                     
-        C*****   SD,CD   : SIN,COS OF DIP-ANGLE                                 
-        C*****          (CD=0.D0, SD=+/-1.D0 SHOULD BE GIVEN FOR VERTICAL FAULT)
-        C*****   DISL1,DISL2,DISL3 : STRIKE-, DIP- AND TENSILE-DISLOCATION      
-        C                                                                       
-        C***** OUTPUT                                                           
-        C*****   U1, U2, U3      : DISPLACEMENT ( UNIT= UNIT OF DISL    )       
-        C*****   U11,U12,U21,U22 : STRAIN       ( UNIT= UNIT OF DISL /          
-        C*****   U31,U32         : TILT                 UNIT OF XI,ET,Q )       
-        C
-        """
-        
-        from math import sqrt, atan, log, radians
-        F0 = 0.0
-        F1 = 1.0
-        F2 = 2.0
-        PI2=6.283185307179586
-
-        XI2=XI*XI                                                         
-        ET2=ET*ET                                                         
-        Q2=Q*Q                                                            
-        R2=XI2+ET2+Q2                                                     
-        R =sqrt(R2)                                                      
-        R3=R*R2                                                           
-        D =ET*SD-Q*CD                                                     
-        Y =ET*CD+Q*SD                                                     
-        RET=R+ET
-        if RET < F0: RET=F0
-        RD =R+D                                                           
-        RRD=F1/(R*RD)                                                     
-
-        if Q != F0:
-            #TT = atan( radians( XI*ET/(Q*R) ))
-            # GD CHANGE
-            TT = atan( XI*ET/(Q*R) )
-        else:
-            TT = F0
-
-        if RET != F0:
-            RE = F1/RET
-            DLE= log(RET)
-        else:
-            RE = F0
-            DLE=-log(R-ET)
-                           
-        RRX=F1/(R*(R+XI))                                                 
-        RRE=RE/R                                                          
-        AXI=(F2*R+XI)*RRX*RRX/R                                           
-        AET=(F2*R+ET)*RRE*RRE/R
-
-        if CD == 0:
-            #C==============================     
-            #C=====   VERTICAL FAULT   =====     
-            #C==============================
-            RD2=RD*RD
-            A1=-ALP/F2*XI*Q/RD2                                               
-            A3= ALP/F2*( ET/RD + Y*Q/RD2 - DLE )                              
-            A4=-ALP*Q/RD                                                      
-            A5=-ALP*XI*SD/RD                                                  
-            B1= ALP/F2*  Q  /RD2*(F2*XI2*RRD - F1)                            
-            B2= ALP/F2*XI*SD/RD2*(F2*Q2 *RRD - F1)                            
-            C1= ALP*XI*Q*RRD/RD                                               
-            C3= ALP*SD/RD*(XI2*RRD - F1)  
-        else:
-            #C==============================   
-            #C=====   INCLINED FAULT   =====     
-            #C==============================
-            TD=SD/CD                                                          
-            X =sqrt(XI2+Q2)
-            if XI == F0:
-                A5=F0
-            else:                                                    
-                #A5= ALP*F2/CD*atan( radians((ET*(X+Q*CD)+X*(R+X)*SD) / \
-                #                    (XI*(R+X)*CD) ))   
-                # GD CHANGE
-                A5= ALP*F2/CD*atan( ((ET*(X+Q*CD)+X*(R+X)*SD) / \
-                                    (XI*(R+X)*CD) ))   
-            A4= ALP/CD*(  log(RD) - SD*DLE )                                  
-            A3= ALP*(Y/RD/CD - DLE) + TD*A4                                   
-            A1=-ALP/CD*XI/RD        - TD*A5                                   
-            C1= ALP/CD*XI*(RRD - SD*RRE)                                      
-            C3= ALP/CD*(Q*RRE - Y*RRD)                                        
-            B1= ALP/CD*(XI2*RRD - F1)/RD - TD*C3                              
-            B2= ALP/CD*XI*Y*RRD/RD       - TD*C1
-                                        
-        A2=-ALP*DLE - A3                                                  
-        B3=-ALP*XI*RRE - B2                                               
-        B4=-ALP*( CD/R + Q*SD*RRE ) - B1                                  
-        C2= ALP*(-SD/R + Q*CD*RRE ) - C3                                  
-                                                                 
-        U1 =F0                                                            
-        U2 =F0                                                            
-        U3 =F0                                                            
-        U11=F0                                                            
-        U12=F0                                                            
-        U21=F0                                                            
-        U22=F0                                                            
-        U31=F0                                                            
-        U32=F0
-        
-        if DISL1 != F0:
-            #C======================================   
-            #C=====  STRIKE-SLIP CONTRIBUTION  =====  
-            #C======================================
-            UN=DISL1/PI2                                                      
-            REQ=RRE*Q                                                         
-            U1 =U1 - UN*( REQ*XI +   TT    + A1*SD )                          
-            U2 =U2 - UN*( REQ*Y  + Q*CD*RE + A2*SD )                          
-            U3 =U3 - UN*( REQ*D  + Q*SD*RE + A4*SD )                          
-            U11=U11+ UN*( XI2*Q*AET - B1*SD )                                 
-            U12=U12+ UN*( XI2*XI*( D/(ET2+Q2)/R3 - AET*SD ) - B2*SD )         
-            U21=U21+ UN*( XI*Q/R3*CD + (XI*Q2*AET - B2)*SD )                  
-            U22=U22+ UN*( Y *Q/R3*CD + (Q*SD*(Q2*AET-F2*RRE) - \
-                        (XI2+ET2)/R3*CD - B4)*SD )           
-            U31=U31+ UN*(-XI*Q2*AET*CD + (XI*Q/R3 - C1)*SD )                  
-            U32=U32+ UN*( D*Q/R3*CD + (XI2*Q*AET*CD - SD/R + Y*Q/R3 - C2)*SD )
-
-        if DISL2 != F0:
-            #C===================================  
-            #C=====  DIP-SLIP CONTRIBUTION  =====        
-            #C=================================== 
-            UN=DISL2/PI2                                                      
-            SDCD=SD*CD                                                        
-            U1 =U1 - UN*( Q/R             - A3*SDCD )                         
-            U2 =U2 - UN*( Y*Q*RRX + CD*TT - A1*SDCD )                         
-            U3 =U3 - UN*( D*Q*RRX + SD*TT - A5*SDCD )                         
-            U11=U11+ UN*( XI*Q/R3            + B3*SDCD )                      
-            U12=U12+ UN*( Y *Q/R3 - SD/R     + B1*SDCD )                      
-            U21=U21+ UN*( Y *Q/R3 + Q*CD*RRE + B1*SDCD )                      
-            U22=U22+ UN*( Y*Y*Q*AXI - (F2*Y*RRX + XI*CD*RRE)*SD + B2*SDCD )   
-            U31=U31+ UN*( D *Q/R3 + Q*SD*RRE + C3*SDCD )                      
-            U32=U32+ UN*( Y*D*Q*AXI - (F2*D*RRX + XI*SD*RRE)*SD + C1*SDCD ) 
-            
-        if DISL3 != F0:
-            #C========================================
-            #C=====  TENSILE-FAULT CONTRIBUTION  =====   
-            #C======================================== 
-            UN=DISL3/PI2                                                      
-            SDSD=SD*SD                                                        
-            U1 =U1 + UN*( Q2*RRE                       - A3*SDSD )            
-            U2 =U2 + UN*(-D*Q*RRX - SD*(XI*Q*RRE - TT) - A1*SDSD )            
-            U3 =U3 + UN*( Y*Q*RRX + CD*(XI*Q*RRE - TT) - A5*SDSD )            
-            U11=U11- UN*( XI*Q2*AET             + B3*SDSD )                   
-            U12=U12- UN*(-D*Q/R3 - XI2*Q*AET*SD + B1*SDSD )                   
-            U21=U21- UN*( Q2*(CD/R3 + Q*AET*SD) + B1*SDSD )                   
-            U22=U22- UN*((Y*CD-D*SD)*Q2*AXI - F2*Q*SD*CD*RRX - \
-                                    (XI*Q2*AET - B2)*SDSD )                   
-            U31=U31- UN*( Q2*(SD/R3 - Q*AET*CD) + C3*SDSD )                   
-            U32=U32- UN*((Y*SD+D*CD)*Q2*AXI + XI*Q2*AET*SD*CD - \
-                                    (F2*Q*RRX - C1)*SDSD )
-
-        self.DU1 = U1
-        self.DU2 = U2
-        self.DU3 = U3
-
-        self.DU11 = U11
-        self.DU12 = U12
-
-        self.DU21 = U21
-        self.DU22 = U22
-        
-        self.DU31 = U31
-        self.DU32 = U32
-        
-    def spoint(self,alp,x,y,dep,sd,cd,pot1,pot2,pot3):
-        """ Calculate surface displacement, strain, tilt due to buried point
-        source in a semiinfinite medium. Y. Okada Jan 1985
-
-        Input:
-                                                            
-        ALP   : MEDIUM CONSTANT  MYU/(LAMDA+MYU)=1./((VP/VS)**2-1)     
-        X,Y   : COORDINATE OF STATION                                  
-        DEP     : SOURCE DEPTH                                         
-        SD,CD : SIN,COS OF DIP-ANGLE                                   
-               (CD=0.D0, SD=+/-1.D0 SHOULD BE GIVEN FOR VERTICAL FAULT)
-        POT1,POT2,POT3 : STRIKE-, DIP- AND TENSILE-POTENCY             
-            POTENCY=(  MOMENT OF DOUBLE-COUPLE  )/MYU    FOR POT1,2    
-            POTENCY=(INTENSITY OF ISOTROPIC PART)/LAMDA  FOR POT3
-            
-        Output:
-
-        U1, U2, U3      : DISPLACEMENT ( UNIT=(UNIT OF POTENCY) /      
-                        :                     (UNIT OF X,Y,D)**2  )    
-        U11,U12,U21,U22 : STRAIN       ( UNIT= UNIT OF POTENCY) /      
-        U31,U32         : TILT                (UNIT OF X,Y,D)**3  )
-        """
-
-        from math import sqrt
-
-        F0 = 0.0
-        F1 = 1.0
-        F2 = 2.0
-        F3 = 3.0
-        F4 = 4.0
-        F5 = 5.0
-        F8 = 8.0
-        F9 = 9.0
-        PI2 = 6.283185307179586
-
-        D = DEP                                                            
-        P = Y*CD + D*SD                                                    
-        Q = Y*SD - D*CD                                                    
-        S = P*SD + Q*CD                                                    
-        X2 = X*X                                                            
-        Y2 = Y*Y                                                            
-        XY = X*Y                                                            
-        D2 = D*D                                                            
-        R2= X2 + Y2 + D2                                                   
-        R = sqrt(R2)                                                       
-        R3 = R *R2
-        R5 = R3*R2
-        QR = F3*Q/R5
-        XR = F5*X2/R2
-        YR = F5*Y2/R2
-        XYR = F5*XY/R2
-        DR  = F5*D /R2
-        RD = R + D
-        R12 = F1/(R*RD*RD)
-        R32 = R12*(F2*R + D)/ R2
-        R33 = R12*(F3*R + D)/(R2*RD)
-        R53 = R12*(F8*R2 + F9*R*D + F3*D2)/(R2*R2*RD)
-        R54 = R12*(F5*R2 + F4*R*D +    D2)/R3*R12                           
-
-        A1 =  ALP*Y*(R12-X2*R33)                                            
-        A2 =  ALP*X*(R12-Y2*R33)                                            
-        A3 =  ALP*X/R3 - A2                                                 
-        A4 = -ALP*XY*R32                                                    
-        A5 =  ALP*( F1/(R*RD) - X2*R32 )                                    
-        B1 =  ALP*(-F3*XY*R33      + F3*X2*XY*R54)                          
-        B2 =  ALP*( F1/R3 - F3*R12 + F3*X2*Y2*R54)                          
-        B3 =  ALP*( F1/R3 - F3*X2/R5) - B2                                  
-        B4 = -ALP*F3*XY/R5 - B1                                             
-        C1 = -ALP*Y*(R32 - X2*R53)                                          
-        C2 = -ALP*X*(R32 - Y2*R53)                                          
-        C3 = -ALP*F3*X*D/R5 - C2                                            
-
-        U1 = F0                                                            
-        U2 = F0                                                            
-        U3 = F0                                                            
-        U11= F0                                                            
-        U12= F0                                                            
-        U21= F0                                                            
-        U22= F0                                                            
-        U31= F0                                                            
-        U32= F0
-        
-        #======================================                                 
-        #=====  STRIKE-SLIP CONTRIBUTION  =====                                 
-        #======================================                                 
-
-        if POT1 != F0:
-            UN = POT1/PI2                                                       
-            QRX = QR*X                                                          
-            FX = F3*X/R5*SD                                                     
-            U1 = U1 - UN*( QRX*X + A1*SD )                                     
-            U2 = U2 - UN*( QRX*Y + A2*SD )                                     
-            U3 = U3 - UN*( QRX*D + A4*SD )
-              
-            U11 = U11 - UN * ( QRX* (F2-XR)        + B1*SD )  
-            U12 = U12 - UN * (-QRX*XYR      + FX*X + B2*SD )   
-            U21 = U21 - UN * ( QR*Y*(F1-XR)        + B2*SD )   
-            U22 = U22 - UN * ( QRX *(F1-YR) + FX*Y + B4*SD )    
-            U31 = U31 - UN * ( QR*D*(F1-XR)        + C1*SD )  
-            U32 = U32 - UN * (-QRX*DR*Y     + FX*D + C2*SD ) 
-
-        #======================================           
-        #=====    DIP-SLIP CONTRIBUTION   =====          
-        #======================================          
-
-        if POT2 != F0:
-            UN = POT2/PI2                                                       
-            SDCD = SD*CD                                                        
-            QRP = QR*P                                                          
-            FS = F3*S/R5                                                        
-            U1  = U1 - UN*( QRP*X - A3*SDCD )                                   
-            U2  = U2 - UN*( QRP*Y - A1*SDCD )                                   
-            U3  = U3 - UN*( QRP*D - A5*SDCD )                                   
-            U11 = U11- UN*( QRP*(F1-XR)        - B3*SDCD )                      
-            U12 = U12- UN*(-QRP*XYR     + FS*X - B1*SDCD )                      
-            U21 = U21- UN*(-QRP*XYR            - B1*SDCD )                      
-            U22 = U22- UN*( QRP*(F1-YR) + FS*Y - B2*SDCD )                      
-            U31 = U31- UN*(-QRP*DR*X           - C3*SDCD )                      
-            U32 = U32- UN*(-QRP*DR*Y    + FS*D - C1*SDCD )
-            
-        #========================================    
-        #=====  TENSILE-FAULT CONTRIBUTION  =====    
-        #========================================                             
-
-        if POT3 != F0:
-            UN = POT3/PI2                                                       
-            SDSD = SD*SD                                                        
-            QRQ = QR*Q                                                          
-            FQ = F2*QR*SD                                                       
-            U1  = U1 + UN*( QRQ*X - A3*SDSD )                                   
-            U2  = U2 + UN*( QRQ*Y - A1*SDSD )                                   
-            U3  = U3 + UN*( QRQ*D - A5*SDSD )                                   
-            U11 = U11+ UN*( QRQ*(F1-XR)        - B3*SDSD )                      
-            U12 = U12+ UN*(-QRQ*XYR     + FQ*X - B1*SDSD )                      
-            U21 = U21+ UN*(-QRQ*XYR            - B1*SDSD )                      
-            U22 = U22+ UN*( QRQ*(F1-YR) + FQ*Y - B2*SDSD )                      
-            U31 = U31+ UN*(-QRQ*DR*X           - C3*SDSD )                      
-            U32 = U32+ UN*(-QRQ*DR*Y    + FQ*D - C1*SDSD )
-
Index: unk/anuga_core/source/anuga/shallow_water/smf.py
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/smf.py	(revision 9455)
+++ 	(revision )
@@ -1,467 +1,0 @@
-#
-# slide_tsunami function
-#
-
-"""This function returns a callable object representing an initial water
-   displacement generated by a submarine sediment slide.
-
-Using input parameters:
-
-Required
- length  downslope slide length
- depth   water depth to slide centre of mass
- slope   bathymetric slope
-
-Optional
- x0      x origin (0)
- y0      y origin (0)
- alpha   angular orientation of slide in xy plane (0)
- w       slide width (0.25*length)
- T       slide thickness (0.01*length)
- g       acceleration due to gravity (9.8)
- gamma   specific density of sediments (1.85)
- Cm      added mass coefficient (1)
- Cd      drag coefficient (1)
- Cn      friction coefficient (0)
- psi     (0)
- dx      offset of second Gaussian (0.2*width of first Gaussian)
- kappa   multiplier for sech^2 function (3.0)
- kappad  multiplier for second Gaussian function (0.8)
- zsmall  an amount near to zero (0.01)
-
-The following parameters are calculated:
-
- a0      initial acceleration
- ut      theoretical terminal velocity
- s0      charactistic distance of motion
- t0      characteristic time of motion
- w       initial wavelength of tsunami
- a2D     2D initial amplitude of tsunami
- a3D     3D initial amplitude of tsunami
-
-The returned object is a callable double Gaussian function that represents
-the initial water displacement generated by a submarine sediment slide.
-
-Adrian Hitchman
-Geoscience Australia, June 2005
-"""
-
-import numpy as num
-
-import anuga.utilities.log as lg
-
-
-def find_min(x0, wa, kappad, dx):
-    """Determine eta_min to scale eta(x,y)
-
-       eta(x,y) = n03d/nmin*[-f(y)]*g(x)
-
-       nmin = min (-f(y)*g(x) )
-            = -f(ystar)*g(xstar)
-
-       ystar = min (-f(y) ), i.e. diff(-f(y))=0
-       xstar = min ( g(x) ), i.e. diff(g(x))=0
-
-       ystar = y0 and -f(ystar)=1.0
-    """
-    from math import exp, cosh
-
-    step = 0.05
-    x = x0+50.
-    deriv = 10.0
-    count_max = 1000000
-    c = 0
-    deriv = 10.
-    f_ystar = 1.
-   
-    while c < count_max and deriv > 0:
-        deriv = (x-x0)*exp(-((x-x0)/wa)**2.0) - \
-                kappad*(x-dx-x0)*exp(-((x-dx-x0)/wa)**2.0)
-        
-        if deriv <= 0: xstar = x
-        x -= step
-        c += 1
-    
-    g_xstar = exp(-((xstar-x0)/wa)**2)-kappad*exp(-((xstar-dx-x0)/wa)**2)
-
-    etastar = g_xstar*f_ystar
-
-    return etastar
-
-def slide_tsunami(length, depth, slope, width=None, thickness=None, \
-                  x0=0.0, y0=0.0, alpha=0.0, \
-                  gravity=9.8, gamma=1.85, \
-                  massco=1, dragco=1, frictionco=0, psi=0, \
-                  dx=None, kappa=3.0, kappad=0.8, zsmall=0.01, \
-                  scale=None,
-                  domain=None, verbose=False):
-
-    from math import sin, tan, radians, pi, sqrt, exp
-    
-    if domain is not None:
-        xllcorner = domain.geo_reference.get_xllcorner()
-        yllcorner = domain.geo_reference.get_yllcorner()
-        x0 = x0 - xllcorner  # slump origin (relative)
-        y0 = y0 - yllcorner
-        
-    #if width not provided, set to typical value
-    if width is None:
-        width = 0.25 * length
-
-    #if thickness not provided, set to typical value
-    if thickness is None:
-        thickness = 0.01 * length
-
-    #calculate some parameters of the slide
-
-    sint = sin(radians(slope))
-    tant = tan(radians(slope))
-    tanp = tan(radians(psi))
-
-    a0 = gravity * sint * ((gamma-1)/(gamma+massco)) * (1-(tanp/tant))
-    ut = sqrt((gravity*depth) * (length*sint/depth) \
-                    * (pi*(gamma-1)/(2*dragco)) * (1-(tanp/tant)))
-    s0 = ut**2 / a0
-    t0 = ut / a0
-
-    #calculate some parameters of the water displacement produced by the slide
-
-    w = t0 * sqrt(gravity*depth)
-    a2D = s0 * (0.0574 - (0.0431*sint)) \
-             * (thickness/length) \
-             * ((length*sint/depth)**1.25) \
-             * (1 - exp(-2.2*(gamma-1)))
-    a3D = a2D / (1 + (15.5*sqrt(depth/(length*sint))))
-
-    from math import sqrt, log, e
-    dx = 2.0 * (w * sqrt(-log((zsmall/a3D),e))) / 5.0
-        
-    # determine nmin for scaling of eta(x,y)
-    nmin = find_min(x0,w,kappad,dx)  
-    
-    if scale is None:
-        scale = a3D/nmin
-        
-    #a few temporary print statements
-    if verbose is True:
-        lg.critical('\nThe slide ...')
-        lg.critical('\tLength: %s' % str(length))
-        lg.critical('\tDepth: %s' % str(depth))
-        lg.critical('\tSlope: %s' % str(slope))
-        lg.critical('\tWidth: %s' % str(width))
-        lg.critical('\tThickness: %s' % str(thickness))
-        lg.critical('\tx0: %s' % str(x0))
-        lg.critical('\ty0: %s' % str(y0))
-        lg.critical('\tAlpha: %s' % str(alpha))
-        lg.critical('\tAcceleration: %s' % str(a0))
-        lg.critical('\tTerminal velocity: %s' % str(ut))
-        lg.critical('\tChar time: %s' % str(t0))
-        lg.critical('\tChar distance: %s' % str(s0))
-        lg.critical('\nThe tsunami ...')
-        lg.critical('\tWavelength: %s' % str(w))
-        lg.critical('\t2D amplitude: %s' % str(a2D))
-        lg.critical('\t3D amplitude: %s' % str(a3D))
-        lg.critical('\tscale for eta(x,y): %s' % str(scale))
-
-    #keep an eye on some of the assumptions built into the maths
-
-    if ((slope < 5) or (slope > 30)):
-        if verbose is True:
-            lg.critical('WARNING: slope out of range (5 - 30 degrees) %s'
-                         % str(slope))
-    if ((depth/length < 0.06) or (depth/length > 1.5)):
-        if verbose is True:
-            lg.critical('WARNING: d/b out of range (0.06 - 1.5) %s'
-                         % str(depth/length))
-    if ((thickness/length < 0.008) or (thickness/length > 0.2)):
-        if verbose is True:
-            lg.critical('WARNING: T/b out of range (0.008 - 0.2) %s'
-                         % str(thickness/length))
-    if ((gamma < 1.46) or (gamma > 2.93)):
-        if verbose is True:
-            lg.critical('WARNING: gamma out of range (1.46 - 2.93) %s'
-                         % str(gamma))
-
-    return Double_gaussian(a3D, w, width, x0, y0, alpha, kappa, kappad, zsmall, dx, scale)
-
-#
-# slump_tsunami function
-#
-
-"""This function returns a callable object representing an initial water
-   displacement generated by a submarine sediment slump.
-
-Using input parameters:
-
-Required
- length  downslope slump length
- depth   water depth to slump centre of mass
- slope   bathymetric slope
-
-Optional
- x0      x origin (0)
- y0      y origin (0)
- alpha   angular orientation of slide in xy plane (0)
- w       slump width (1.0*length)
- T       slump thickness (0.1*length)
- R       slump radius of curvature (b^2/(8*T))
- del_phi slump angular displacement (0.48)
- g       acceleration due to gravity (9.8)
- gamma   specific density of sediments (1.85)
- Cm      added mass coefficient (1)
- Cd      drag coefficient (1)
- Cn      friction coefficient (0)
- dx      offset of second Gaussian (0.2*width of first Gaussian)
- kappa   multiplier for sech^2 function (3.0)
- kappad  multiplier for second Gaussian function (0.8)
- zsmall  an amount near to zero (0.01)
-
-The following parameters are calculated:
-
- a0      initial acceleration
- um      maximum velocity
- s0      charactistic distance of motion
- t0      characteristic time of motion
- w       initial wavelength of tsunami
- a2D     2D initial amplitude of tsunami
- a3D     3D initial amplitude of tsunami
-
-The returned object is a callable double Gaussian function that represents
-the initial water displacement generated by a submarine sediment slump.
-
-Adrian Hitchman
-Geoscience Australia, June 2005
-"""
-
-def slump_tsunami(length, depth, slope, width=None, thickness=None, \
-                  radius=None, dphi=0.48, x0=0.0, y0=0.0, alpha=0.0, \
-                  gravity=9.8, gamma=1.85, \
-                  massco=1, dragco=1, frictionco=0, \
-                  dx=None, kappa=3.0, kappad=1.0, zsmall=0.01, scale=None, \
-                  domain=None,
-                  verbose=False):
-
-    from math import sin, radians, sqrt
-
-    if domain is not None:
-        xllcorner = domain.geo_reference.get_xllcorner()
-        yllcorner = domain.geo_reference.get_yllcorner()
-        x0 = x0 - xllcorner  # slump origin (relative)
-        y0 = y0 - yllcorner
-
-    #if width not provided, set to typical value
-    if width is None:
-        width = length
-
-    #if thickness not provided, set to typical value
-    if thickness is None:
-        thickness = 0.1 * length
-
-    #if radius not provided, set to typical value
-    if radius is None:
-        radius = length**2 / (8.0 * thickness)
-
-    #calculate some parameters of the slump
-
-    sint = sin(radians(slope))
-
-    s0 = radius * dphi / 2
-    t0 = sqrt((radius*(gamma+massco)) / (gravity*(gamma-1)))
-    a0 = s0 / t0**2
-    um = s0 / t0
-
-    #calculate some parameters of the water displacement produced by the slump
-
-    w = t0 * sqrt(gravity*depth)
-    a2D = s0 * (0.131/sint) \
-             * (thickness/length) \
-             * (length*sint/depth)**1.25 \
-             * (length/radius)**0.63 * dphi**0.39 \
-             * (1.47 - (0.35*(gamma-1))) * (gamma-1)
-    a3D = a2D / (1 + (2.06*sqrt(depth/length)))
-
-    from math import sqrt, log, e
-    dx = 2.0 * (w * sqrt(-log((zsmall/a3D),e))) / 5.0
-        
-    # determine nmin for scaling of eta(x,y)
-    nmin = find_min(x0,w,kappad,dx)  
-    
-    if scale is None:
-        scale = a3D/nmin
-        
-    #a few temporary print statements
-    if verbose is True:
-        lg.critical('\nThe slump ...')
-        lg.critical('\tLength: %s' % str(length))
-        lg.critical('\tDepth: %s' % str(depth))
-        lg.critical('\tSlope: %s' % str(slope))
-        lg.critical('\tWidth: %s' % str(width))
-        lg.critical('\tThickness: %s' % str(thickness))
-        lg.critical('\tRadius: %s' % str(radius))
-        lg.critical('\tDphi: %s' % str(dphi))
-        lg.critical('\tx0: %s' % str(x0))
-        lg.critical('\ty0: %s' % str(y0))
-        lg.critical('\tAlpha: %s' % str(alpha))
-        lg.critical('\tAcceleration: %s' % str(a0))
-        lg.critical('\tMaximum velocity: %s' % str(um))
-        lg.critical('\tChar time: %s' % str(t0))
-        lg.critical('\tChar distance: %s' % str(s0))
-        lg.critical('\nThe tsunami ...')
-        lg.critical('\tWavelength: %s' % str(w))
-        lg.critical('\t2D amplitude: %s' % str(a2D))
-        lg.critical('\t3D amplitude: %s' % str(a3D))
-        lg.critical('\tDelta x %s' % str(dx))
-        lg.critical('\tsmall %s' % str(zsmall))
-        lg.critical('\tKappa d  %s' % str(kappad))
-        lg.critical('\tscale for eta(x,y): %s' % str(scale))
-
-    #keep an eye on some of the assumptions built into the maths
-
-    if ((slope < 10) or (slope > 30)):        
-        if verbose is True:
-            lg.critical('WARNING: slope out of range (10 - 30 degrees) %s'
-                         % str(slope))
-    if ((depth/length < 0.34) or (depth/length > 0.5)):     
-        if verbose is True:
-            lg.critical('WARNING: d/b out of range (0.34 - 0.5) %s'
-                         % str(depth/length))
-    if ((thickness/length < 0.10) or (thickness/length > 0.15)):     
-        if verbose is True:
-            lg.critical('WARNING: T/b out of range (0.10 - 0.15) %s'
-                         % str(thickness/length))
-    if ((radius/length < 1.0) or (radius/length > 2.0)):     
-        if verbose is True:
-            lg.critical('WARNING: R/b out of range (1 - 2) %s'
-                         % str(radius/length))
-    if ((dphi < 0.10) or (dphi > 0.52)):     
-        if verbose is True:
-            lg.critical('WARNING: del_phi out of range (0.10 - 0.52) %s'
-                         % str(dphi))
-    if ((gamma < 1.46) or (gamma > 2.93)):     
-        if verbose is True:
-            lg.critical('WARNING: gamma out of range (1.46 - 2.93) %s'
-                         % str(gamma))
-
-    return Double_gaussian(a3D, w, width, x0, y0, alpha, kappa, kappad, zsmall, dx, scale)
-
-#
-# Double_gaussian class
-#
-
-"""This is a callable class representing the initial water displacment 
-   generated by a sediment slide or slump.
-
-Using input parameters:
-
-Required
- w       initial wavelength of tsunami
- a3D     3D initial amplitude of tsunami
- width   width of smf
-
-Optional
- x0      x origin of smf
- y0      y origin of smf
- alpha   angular orientation of smf in xy plane (0)
- dx      offset of second Gaussian (0.2*width of first Gaussian)
- kappa   multiplier for sech^2 function (3.0)
- kappad  multiplier for second Gaussian function (0.8)
- zsmall  an amount near to zero (0.01)
-
-Adrian Hitchman
-Geoscience Australia, June 2005
-"""
-
-class Double_gaussian:
-
-    def __init__(self, a3D, wavelength, width, x0, y0, alpha, \
-                 kappa, kappad, zsmall, dx, scale):
-        self.a3D = a3D
-        self.wavelength = wavelength
-        self.width = width
-        self.x0 = x0
-        self.y0 = y0
-        self.alpha = alpha
-        self.kappa = kappa
-        self.kappad = kappad
-        self.scale = scale
-
-        if dx is None:
-            from math import sqrt, log, e
-            dx = 2.0 * (self.wavelength * sqrt(-log((zsmall/self.a3D),e))) / 5.0
-        self.dx = dx
-
-    def __call__(self, x, y):
-        """Make Double_gaussian a callable object.
-
-        If called as a function, this object returns z values representing
-        the initial 3D distribution of water heights at the points (x,y)
-        produced by a submarine mass failure.
-        """
-
-        from math import sin, cos, radians, exp, cosh
-
-        #ensure vectors x and y have the same length
-        N = len(x)
-        assert N == len(y)
-
-        am = self.a3D
-        am2 = 1.0
-        wa = self.wavelength
-        wi = self.width
-        x0 = self.x0
-        y0 = self.y0
-        alpha = self.alpha
-        dx = self.dx
-        kappa = self.kappa
-        kappad = self.kappad
-        scale = self.scale
-
-        #double Gaussian calculation assumes water displacement is oriented
-        #E-W, so, for displacement at some angle alpha clockwise from the E-W
-        #direction, rotate (x,y) coordinates anti-clockwise by alpha
-
-        cosa = cos(radians(alpha))
-        sina = sin(radians(alpha))
-
-        xr = ((x-x0) * cosa - (y-y0) * sina) + x0
-        yr = ((x-x0) * sina + (y-y0) * cosa) + y0
-
-        z = num.zeros(N, num.float)
-        maxz = 0.0
-        minz = 0.0
-        for i in range(N):
-            try:
-                z[i] =  -scale / ((cosh(kappa*(yr[i]-y0)/(wi+wa)))**2) \
-                            * (exp(-((xr[i]-x0)/wa)**2) - \
-                                kappad*exp(-((xr[i]-dx-x0)/wa)**2))
-                if z[i] > maxz: maxz = z[i]
-                if z[i] < minz: minz = z[i]
-                
-            except OverflowError:
-                pass
-                
-        return z
-
-    def determineDX(self, zsmall):
-        """Determine a suitable offset for the second Gaussian function.
-
-        A suitable offset for the second Gaussian function is taken to
-        be some fraction of the 'width' of the first Gaussian function.
-
-        The 'width' of the first Gaussian is obtained from the range of
-        the x coordinates over which the function takes values from
-        'near zero', through 1, and back to 'near zero'.
-
-        The parameter zsmall passed to this function specifies how much
-        'near zero' is.
-        """
-
-        from math import sqrt, log, e
-        
-        a = self.a3D
-        c = self.wavelength
-
-        self.dx = 2.0 * (c * sqrt(-log((zsmall/a),e))) / 5.0
-
-        return self.dx
-
Index: /trunk/anuga_core/source/anuga/shallow_water/test/data/fullokada_MS.lic
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/data/fullokada_MS.lic	(revision 9456)
+++ /trunk/anuga_core/source/anuga/shallow_water/test/data/fullokada_MS.lic	(revision 9456)
@@ -0,0 +1,23 @@
+<?xml version='1.0' encoding='iso-8859-1'?>
+<ga_license_file>
+  <metadata>
+    <author>Herve Damlamian</author>
+  </metadata>
+  
+  <datafile>
+    <filename>fullokada_MS.txt</filename>
+    <checksum>1591397974</checksum>
+    <publishable>Yes</publishable>
+    <accountable>Jane Sexton</accountable>
+    <source>Output from fortran code (okada.f) supplied through the publication:
+    Computation of deformation induced by earthquakes in a multi-layered elastic crust - 
+    FORTRAN programs EDGRN/EDCMP by Rongjiang Wang, Francisco Lorenzo Martin and Frank Roth, 
+    in Computers and Geosciences, volume 29, 195-207, 2003. The fortran code is available 
+    from http://www.iamg.org/CGEditor/index.htm. Code run with parameters in 
+    test_tsunami_okada.py in the multiple source mode. Hence file naming of _MS.</source>
+    <IP_owner>SOPAC and Geoscience Australia.</IP_owner>
+    <IP_info>Based on freely available fortran code available at 
+    http://www.iamg.org/CGEditor/index.htm.</IP_info>
+  </datafile>
+  
+  </ga_license_file>
Index: /trunk/anuga_core/source/anuga/shallow_water/test/data/fullokada_MS.txt
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/data/fullokada_MS.txt	(revision 9456)
+++ /trunk/anuga_core/source/anuga/shallow_water/test/data/fullokada_MS.txt	(revision 9456)
@@ -0,0 +1,36 @@
+-.19170511    -0.15687813    -0.25413750
+-.19499435    -0.23341475    -0.38796115
+-.14990029    -0.31190623    -0.53039482
+-.05117426    -0.36155257    -0.62515593
+0.07004436    -0.35600619    -0.62020153
+0.16342513    -0.29764163    -0.51694933
+-.21481727    -0.12919853    -0.29298271
+-.22793125    -0.20245203    -0.47511847
+-.17981488    -0.28082927    -0.67947090
+-.05933581    -0.33021106    -0.81717521
+0.09041813    -0.32123460    -0.80362204
+0.19899882    -0.25897659    -0.64599505
+-.19604864    -0.07868877    -0.27029146
+-.21197020    -0.12799217    -0.45724775
+-.16713973    -0.18179022    -0.67089015
+-.04998927    -0.21443959    -0.81021771
+0.09290397    -0.20494846    -0.78376904
+0.19004325    -0.15959199    -0.60949022
+-.12749360    -0.03840539    -0.16795117
+-.13443714    -0.06340126    -0.28812204
+-.10108254    -0.09149020    -0.42087346
+-.02361551    -0.10892580    -0.49882011
+0.06509034    -0.10412453    -0.46979073
+0.12179823    -0.08046168    -0.35499996
+-.03545205    -0.04119929    -0.02699778
+-.03056141    -0.06610209    -0.04770727
+-.01651872    -0.09493258    -0.06474178
+0.00300779    -0.11484027    -0.06708284
+0.01978183    -0.11349546    -0.05288846
+0.02871849    -0.09198804    -0.03208618
+0.03950435    -0.08214826     0.08389296
+0.04779941    -0.12461724     0.12914981
+0.04176548    -0.17027240     0.18056085
+0.01715442    -0.19991123     0.21583972
+-.01593428    -0.19704504     0.21428797
+-.03986000    -0.16381659     0.17744573
Index: /trunk/anuga_core/source/anuga/shallow_water/test/data/fullokada_SP.lic
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/data/fullokada_SP.lic	(revision 9456)
+++ /trunk/anuga_core/source/anuga/shallow_water/test/data/fullokada_SP.lic	(revision 9456)
@@ -0,0 +1,23 @@
+<?xml version='1.0' encoding='iso-8859-1'?>
+<ga_license_file>
+  <metadata>
+    <author>Herve Damlamian</author>
+  </metadata>
+  
+  <datafile>
+    <filename>fullokada_SP.txt</filename>
+    <checksum>3395079577</checksum>
+    <publishable>Yes</publishable>
+    <accountable>Jane Sexton</accountable>
+    <source>OOutput from fortran code (okada.f) supplied through the publication:
+    Computation of deformation induced by earthquakes in a multi-layered elastic crust - 
+    FORTRAN programs EDGRN/EDCMP by Rongjiang Wang, Francisco Lorenzo Martin and Frank Roth, 
+    in Computers and Geosciences, volume 29, 195-207, 2003. The fortran code is available 
+    from http://www.iamg.org/CGEditor/index.htm. Code run with parameters in 
+    test_tsunami_okada.py in the single point mode. Hence file naming of _SP.</source>
+    <IP_owner>SOPAC and Geoscience Australia.  </IP_owner>
+    <IP_info>Based on freely available fortran code available at 
+    http://www.iamg.org/CGEditor/index.htm.</IP_info>
+  </datafile>
+  
+  </ga_license_file>
Index: /trunk/anuga_core/source/anuga/shallow_water/test/data/fullokada_SP.txt
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/data/fullokada_SP.txt	(revision 9456)
+++ /trunk/anuga_core/source/anuga/shallow_water/test/data/fullokada_SP.txt	(revision 9456)
@@ -0,0 +1,36 @@
+-.00234481    -0.00165609    -0.00391997
+-.00213709    -0.00259559    -0.00628137
+-.00090816    -0.00336007    -0.00824223
+0.00090816    -0.00336007    -0.00824223
+0.00213709    -0.00259559    -0.00628137
+0.00234481    -0.00165609    -0.00391997
+-.00217612    -0.00091269    -0.00361610
+-.00208233    -0.00151934    -0.00617730
+-.00091648    -0.00204983    -0.00846255
+0.00091648    -0.00204983    -0.00846255
+0.00208233    -0.00151934    -0.00617730
+0.00217612    -0.00091269    -0.00361610
+-.00127284    -0.00035749    -0.00195464
+-.00120174    -0.00060274    -0.00339635
+-.00052565    -0.00082338    -0.00469174
+0.00052565    -0.00082338    -0.00469174
+0.00120174    -0.00060274    -0.00339635
+0.00127284    -0.00035749    -0.00195465
+-.00012261    -0.00053631     0.00011798
+-.00005774    -0.00085618     0.00018346
+-.00001092    -0.00113253     0.00026295
+0.00001092    -0.00113253     0.00026295
+0.00005774    -0.00085618     0.00018346
+0.00012261    -0.00053631     0.00011798
+0.00064093    -0.00117261     0.00140100
+0.00061642    -0.00174294     0.00214396
+0.00026790    -0.00219196     0.00275077
+-.00026790    -0.00219196     0.00275077
+-.00061642    -0.00174294     0.00214396
+-.00064093    -0.00117261     0.00140100
+0.00088998    -0.00169357     0.00171918
+0.00076592    -0.00233657     0.00242693
+0.00031156    -0.00279843     0.00294873
+-.00031156    -0.00279843     0.00294873
+-.00076592    -0.00233657     0.00242693
+-.00088998    -0.00169357     0.00171918
Index: /trunk/anuga_core/source/anuga/shallow_water/test/data/fullokada_SS.lic
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/data/fullokada_SS.lic	(revision 9456)
+++ /trunk/anuga_core/source/anuga/shallow_water/test/data/fullokada_SS.lic	(revision 9456)
@@ -0,0 +1,23 @@
+<?xml version='1.0' encoding='iso-8859-1'?>
+<ga_license_file>
+  <metadata>
+    <author>Herve Damlamian</author>
+  </metadata>
+  
+  <datafile>
+    <filename>fullokada_SS.txt</filename>
+    <checksum>3315294267</checksum>
+    <publishable>Yes</publishable>
+    <accountable>Jane Sexton</accountable>
+    <source>Output from fortran code (okada.f) supplied through the publication:
+    Computation of deformation induced by earthquakes in a multi-layered elastic crust - 
+    FORTRAN programs EDGRN/EDCMP by Rongjiang Wang, Francisco Lorenzo Martin and Frank Roth, 
+    in Computers and Geosciences, volume 29, 195-207, 2003. The fortran code is available 
+    from http://www.iamg.org/CGEditor/index.htm. Code run with parameters in 
+    test_tsunami_okada.py in the single source mode. Hence file naming of _SS.</source>
+    <IP_owner>SOPAC and Geoscience Australia.  </IP_owner>
+    <IP_info>Based on freely available fortran code available at 
+    http://www.iamg.org/CGEditor/index.htm.</IP_info>
+  </datafile>
+  
+  </ga_license_file>
Index: /trunk/anuga_core/source/anuga/shallow_water/test/data/fullokada_SS.txt
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/data/fullokada_SS.txt	(revision 9456)
+++ /trunk/anuga_core/source/anuga/shallow_water/test/data/fullokada_SS.txt	(revision 9456)
@@ -0,0 +1,36 @@
+-.09896401    -0.06266776    -0.11488581
+-.11014517    -0.09974463    -0.18732074
+-.09764119    -0.14380126    -0.27540737
+-.05117426    -0.17945972    -0.34791887
+0.01778525    -0.18790121    -0.36521408
+0.07857595    -0.16397151    -0.31630892
+-.10198684    -0.04392203    -0.11887774
+-.11901769    -0.07401557    -0.20685036
+-.11013730    -0.11228523    -0.32191411
+-.05933581    -0.14482059    -0.42171589
+0.02074054    -0.15269056    -0.44606525
+0.09008526    -0.13054013    -0.37772694
+-.08209710    -0.02150989    -0.09234827
+-.09747238    -0.03748287    -0.16744398
+-.09175030    -0.05869899    -0.26925331
+-.04998927    -0.07729888    -0.35980535
+0.01751454    -0.08185723    -0.38213220
+0.07554544    -0.06908268    -0.31968644
+-.04271989    -0.01189426    -0.03980895
+-.04862055    -0.02033263    -0.07372370
+-.04423248    -0.03174617    -0.11865463
+-.02361551    -0.04188265    -0.15795134
+0.00824028    -0.04438050    -0.16757187
+0.03598163    -0.03739305    -0.14060162
+-.00083686    -0.02226588     0.01429015
+0.00232566    -0.03596514     0.02151249
+0.00435985    -0.05347275     0.03187149
+0.00300778    -0.06841496     0.04135995
+-.00109674    -0.07203563     0.04372482
+-.00416858    -0.06185109     0.03713359
+0.02803219    -0.04347391     0.04853847
+0.03399120    -0.06635202     0.07537680
+0.03182526    -0.09328642     0.10832243
+0.01715442    -0.11494618     0.13554835
+-.00599406    -0.12005907     0.14204955
+-.02605180    -0.10555138     0.12367272
Index: /trunk/anuga_core/source/anuga/shallow_water/test/data/polygon_values_example.csv
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/data/polygon_values_example.csv	(revision 9456)
+++ /trunk/anuga_core/source/anuga/shallow_water/test/data/polygon_values_example.csv	(revision 9456)
@@ -0,0 +1,46 @@
+easting,northing,id,floors
+422681.61,871117.55,1,2
+422691.02,871117.60,1,2
+422690.87,871084.23,1,2
+422649.36,871081.85,1,2
+422649.36,871080.39,1,2
+422631.86,871079.50,1,2
+422631.72,871086.75,1,2
+422636.75,871087.20,1,2
+422636.75,871091.50,1,2
+422649.66,871092.09,1,2
+422649.83,871084.91,1,2
+422652.94,871084.90,1,2
+422652.84,871092.39,1,2
+422681.83,871093.73,1,2
+422681.61,871117.55,1,2
+422664.22,870785.46,2,0
+422672.48,870780.14,2,0
+422668.17,870772.62,2,0
+422660.35,870777.17,2,0
+422664.22,870785.46,2,0
+422661.30,871215.06,3,1
+422667.50,871215.70,3,1
+422668.30,871204.86,3,1
+422662.21,871204.33,3,1
+422661.30,871215.06,3,1
+422473.44,871191.22,4,2
+422478.33,871192.26,4,2
+422479.52,871186.03,4,2
+422474.78,871185.14,4,2
+422473.44,871191.22,4,2
+422369.69,871049.29,5,0
+422378.63,871053.58,5,0
+422383.91,871044.51,5,0
+422374.97,871040.32,5,0
+422369.69,871049.29,5,0
+422730.56,871203.13,8,1
+422734.10,871204.90,8,1
+422735.26,871202.18,8,1
+422731.87,871200.58,8,1
+422730.56,871203.13,8,1
+422659.85,871213.80,9,1
+422660.91,871210.97,9,1
+422655.42,871208.85,9,1
+422654.36,871211.68,9,1
+422659.85,871213.80,9,1
Index: /trunk/anuga_core/source/anuga/shallow_water/test/data/polygon_values_example.lic
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/data/polygon_values_example.lic	(revision 9456)
+++ /trunk/anuga_core/source/anuga/shallow_water/test/data/polygon_values_example.lic	(revision 9456)
@@ -0,0 +1,17 @@
+<?xml version='1.0' encoding='iso-8859-1'?>
+<ga_license_file>
+  <metadata>
+    <author>Ole Nielsen</author>
+  </metadata>
+  
+  <datafile>
+    <filename>polygon_values_example.csv</filename>
+    <checksum>369586960</checksum>
+    <publishable>Yes</publishable>
+    <accountable>Ole Nielsen</accountable>
+    <source>Generated by ANUGA development team</source>
+    <IP_owner>Geoscience Australia</IP_owner>
+    <IP_info>For use with the ANUGA test suite</IP_info>    
+  </datafile>
+
+</ga_license_file>
Index: /trunk/anuga_core/source/anuga/shallow_water/test/data/test_points_large.csv
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/data/test_points_large.csv	(revision 9456)
+++ /trunk/anuga_core/source/anuga/shallow_water/test/data/test_points_large.csv	(revision 9456)
@@ -0,0 +1,7855 @@
+x,y,13.137
+305834.625,6184106.5,4.588
+305843.813,6184104.0,4.709
+305853.938,6184103.5,4.711
+305868.5,6184102.0,4.941
+305875.5,6184101.0,5.552
+305894.688,6184098.5,5.97
+305904.5,6184099.5,6.465
+305939.625,6184095.0,6.6
+305951.563,6184095.0,6.477
+305930.75,6184096.5,6.857
+305918.281,6184097.5,6.669
+305738.875,6184113.5,16.386
+305687.813,6184115.5,5.42
+305654.094,6184118.0,4.033
+305648.938,6184120.0,3.89
+305653.875,6184121.0,4.001
+305661.063,6184119.0,3.95
+305667.75,6184118.5,4.0
+305669.313,6184120.5,3.981
+305686.188,6184120.0,4.202
+305690.438,6184119.0,6.328
+305699.094,6184118.0,11.094
+305702.156,6184118.0,13.039
+305704.844,6184117.0,14.648
+305709.844,6184116.5,14.743
+305727.375,6184115.0,15.724
+305732.5,6184115.0,16.383
+305743.625,6184114.0,16.197
+305749.156,6184114.5,16.074
+305758.0,6184112.5,15.91
+305772.125,6184114.0,15.641
+305781.781,6184110.5,14.004
+305796.969,6184110.5,8.825
+305810.844,6184108.0,6.245
+305814.156,6184107.5,5.448
+305817.938,6184108.0,4.597
+305822.438,6184108.0,4.474
+305848.063,6184107.0,4.545
+305858.375,6184105.0,4.793
+305862.406,6184105.5,5.314
+305871.656,6184104.0,6.276
+305884.25,6184102.5,7.001
+305895.281,6184101.5,6.455
+305909.063,6184102.5,6.694
+305920.938,6184100.0,6.716
+305937.313,6184098.5,6.954
+305941.719,6184098.0,6.87
+305913.469,6184099.0,6.66
+305890.563,6184102.5,7.126
+305678.656,6184121.0,3.993
+305673.844,6184121.0,3.994
+305661.5,6184122.0,3.987
+305652.688,6184124.0,4.014
+305656.781,6184124.0,4.019
+305696.125,6184119.0,8.589
+305715.656,6184118.0,14.679
+305720.75,6184117.0,14.531
+305725.719,6184120.0,14.53
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+304943.938,6185798.0,7.04
+304953.281,6185790.0,7.226
+304956.375,6185787.0,4.206
+304963.875,6185780.5,3.659
+304947.906,6185795.0,6.955
+304936.75,6185805.0,7.336
+304925.0,6185816.0,7.281
+304726.813,6185981.0,7.524
+304710.0,6185996.5,8.477
+304734.25,6185975.0,6.838
+304745.063,6185964.5,7.236
+304750.688,6185961.5,7.052
+304760.938,6185953.0,6.618
+304783.125,6185934.0,7.2
+304787.469,6185930.0,7.137
+304794.875,6185924.0,6.95
+304802.625,6185915.5,7.042
+304808.531,6185912.0,7.029
+304822.844,6185899.5,7.315
+304838.938,6185884.0,7.537
Index: /trunk/anuga_core/source/anuga/shallow_water/test/data/test_points_large.lic
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/data/test_points_large.lic	(revision 9456)
+++ /trunk/anuga_core/source/anuga/shallow_water/test/data/test_points_large.lic	(revision 9456)
@@ -0,0 +1,17 @@
+<?xml version='1.0' encoding='iso-8859-1'?>
+<ga_license_file>
+  <metadata>
+    <author>Ole Nielsen</author>
+  </metadata>
+  
+  <datafile>
+    <filename>test_points_large.csv</filename>
+    <checksum>4006850951</checksum>
+    <publishable>Yes</publishable>
+    <accountable>Ole Nielsen</accountable>
+    <source>Generated by ANUGA development team</source>
+    <IP_owner>Geoscience Australia</IP_owner>
+    <IP_info>For use with the ANUGA test suite</IP_info>    
+  </datafile>
+
+</ga_license_file>
Index: /trunk/anuga_core/source/anuga/shallow_water/test/data/test_points_small.csv
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/data/test_points_small.csv	(revision 9456)
+++ /trunk/anuga_core/source/anuga/shallow_water/test/data/test_points_small.csv	(revision 9456)
@@ -0,0 +1,17 @@
+x,y,13.137
+305525.031,6184002.5,13.162
+305537.438,6184000.0,12.927
+305564.281,6184002.0,10.696
+305561.5,6184001.5,11.124
+305576.219,6184001.5,8.086
+305600.313,6184000.5,9.505
+305612.344,6184001.0,12.807
+305615.313,6184001.0,12.996
+305632.125,6184000.0,13.81
+305650.063,6184000.0,14.37
+305670.469,6184001.0,7.701
+305693.375,6184001.0,7.685
+305696.719,6184000.5,5.755
+305712.188,6184001.0,4.536
+305748.563,6184001.0,6.599
+305770.5,6184002.5,6.346
Index: /trunk/anuga_core/source/anuga/shallow_water/test/data/test_points_small.lic
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/data/test_points_small.lic	(revision 9456)
+++ /trunk/anuga_core/source/anuga/shallow_water/test/data/test_points_small.lic	(revision 9456)
@@ -0,0 +1,17 @@
+<?xml version='1.0' encoding='iso-8859-1'?>
+<ga_license_file>
+  <metadata>
+    <author>Ole Nielsen</author>
+  </metadata>
+  
+  <datafile>
+    <filename>test_points_small.csv</filename>
+    <checksum>652025782</checksum>
+    <publishable>Yes</publishable>
+    <accountable>Ole Nielsen</accountable>
+    <source>Generated by ANUGA development team</source>
+    <IP_owner>Geoscience Australia</IP_owner>
+    <IP_info>For use with the ANUGA test suite</IP_info>    
+  </datafile>
+
+</ga_license_file>
Index: unk/anuga_core/source/anuga/shallow_water/test/fullokada_MS.lic
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/fullokada_MS.lic	(revision 9455)
+++ 	(revision )
@@ -1,23 +1,0 @@
-<?xml version='1.0' encoding='iso-8859-1'?>
-<ga_license_file>
-  <metadata>
-    <author>Herve Damlamian</author>
-  </metadata>
-  
-  <datafile>
-    <filename>fullokada_MS.txt</filename>
-    <checksum>1591397974</checksum>
-    <publishable>Yes</publishable>
-    <accountable>Jane Sexton</accountable>
-    <source>Output from fortran code (okada.f) supplied through the publication:
-    Computation of deformation induced by earthquakes in a multi-layered elastic crust - 
-    FORTRAN programs EDGRN/EDCMP by Rongjiang Wang, Francisco Lorenzo Martin and Frank Roth, 
-    in Computers and Geosciences, volume 29, 195-207, 2003. The fortran code is available 
-    from http://www.iamg.org/CGEditor/index.htm. Code run with parameters in 
-    test_tsunami_okada.py in the multiple source mode. Hence file naming of _MS.</source>
-    <IP_owner>SOPAC and Geoscience Australia.</IP_owner>
-    <IP_info>Based on freely available fortran code available at 
-    http://www.iamg.org/CGEditor/index.htm.</IP_info>
-  </datafile>
-  
-  </ga_license_file>
Index: unk/anuga_core/source/anuga/shallow_water/test/fullokada_MS.txt
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/fullokada_MS.txt	(revision 9455)
+++ 	(revision )
@@ -1,36 +1,0 @@
--.19170511    -0.15687813    -0.25413750
--.19499435    -0.23341475    -0.38796115
--.14990029    -0.31190623    -0.53039482
--.05117426    -0.36155257    -0.62515593
-0.07004436    -0.35600619    -0.62020153
-0.16342513    -0.29764163    -0.51694933
--.21481727    -0.12919853    -0.29298271
--.22793125    -0.20245203    -0.47511847
--.17981488    -0.28082927    -0.67947090
--.05933581    -0.33021106    -0.81717521
-0.09041813    -0.32123460    -0.80362204
-0.19899882    -0.25897659    -0.64599505
--.19604864    -0.07868877    -0.27029146
--.21197020    -0.12799217    -0.45724775
--.16713973    -0.18179022    -0.67089015
--.04998927    -0.21443959    -0.81021771
-0.09290397    -0.20494846    -0.78376904
-0.19004325    -0.15959199    -0.60949022
--.12749360    -0.03840539    -0.16795117
--.13443714    -0.06340126    -0.28812204
--.10108254    -0.09149020    -0.42087346
--.02361551    -0.10892580    -0.49882011
-0.06509034    -0.10412453    -0.46979073
-0.12179823    -0.08046168    -0.35499996
--.03545205    -0.04119929    -0.02699778
--.03056141    -0.06610209    -0.04770727
--.01651872    -0.09493258    -0.06474178
-0.00300779    -0.11484027    -0.06708284
-0.01978183    -0.11349546    -0.05288846
-0.02871849    -0.09198804    -0.03208618
-0.03950435    -0.08214826     0.08389296
-0.04779941    -0.12461724     0.12914981
-0.04176548    -0.17027240     0.18056085
-0.01715442    -0.19991123     0.21583972
--.01593428    -0.19704504     0.21428797
--.03986000    -0.16381659     0.17744573
Index: unk/anuga_core/source/anuga/shallow_water/test/fullokada_SP.lic
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/fullokada_SP.lic	(revision 9455)
+++ 	(revision )
@@ -1,23 +1,0 @@
-<?xml version='1.0' encoding='iso-8859-1'?>
-<ga_license_file>
-  <metadata>
-    <author>Herve Damlamian</author>
-  </metadata>
-  
-  <datafile>
-    <filename>fullokada_SP.txt</filename>
-    <checksum>3395079577</checksum>
-    <publishable>Yes</publishable>
-    <accountable>Jane Sexton</accountable>
-    <source>OOutput from fortran code (okada.f) supplied through the publication:
-    Computation of deformation induced by earthquakes in a multi-layered elastic crust - 
-    FORTRAN programs EDGRN/EDCMP by Rongjiang Wang, Francisco Lorenzo Martin and Frank Roth, 
-    in Computers and Geosciences, volume 29, 195-207, 2003. The fortran code is available 
-    from http://www.iamg.org/CGEditor/index.htm. Code run with parameters in 
-    test_tsunami_okada.py in the single point mode. Hence file naming of _SP.</source>
-    <IP_owner>SOPAC and Geoscience Australia.  </IP_owner>
-    <IP_info>Based on freely available fortran code available at 
-    http://www.iamg.org/CGEditor/index.htm.</IP_info>
-  </datafile>
-  
-  </ga_license_file>
Index: unk/anuga_core/source/anuga/shallow_water/test/fullokada_SP.txt
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/fullokada_SP.txt	(revision 9455)
+++ 	(revision )
@@ -1,36 +1,0 @@
--.00234481    -0.00165609    -0.00391997
--.00213709    -0.00259559    -0.00628137
--.00090816    -0.00336007    -0.00824223
-0.00090816    -0.00336007    -0.00824223
-0.00213709    -0.00259559    -0.00628137
-0.00234481    -0.00165609    -0.00391997
--.00217612    -0.00091269    -0.00361610
--.00208233    -0.00151934    -0.00617730
--.00091648    -0.00204983    -0.00846255
-0.00091648    -0.00204983    -0.00846255
-0.00208233    -0.00151934    -0.00617730
-0.00217612    -0.00091269    -0.00361610
--.00127284    -0.00035749    -0.00195464
--.00120174    -0.00060274    -0.00339635
--.00052565    -0.00082338    -0.00469174
-0.00052565    -0.00082338    -0.00469174
-0.00120174    -0.00060274    -0.00339635
-0.00127284    -0.00035749    -0.00195465
--.00012261    -0.00053631     0.00011798
--.00005774    -0.00085618     0.00018346
--.00001092    -0.00113253     0.00026295
-0.00001092    -0.00113253     0.00026295
-0.00005774    -0.00085618     0.00018346
-0.00012261    -0.00053631     0.00011798
-0.00064093    -0.00117261     0.00140100
-0.00061642    -0.00174294     0.00214396
-0.00026790    -0.00219196     0.00275077
--.00026790    -0.00219196     0.00275077
--.00061642    -0.00174294     0.00214396
--.00064093    -0.00117261     0.00140100
-0.00088998    -0.00169357     0.00171918
-0.00076592    -0.00233657     0.00242693
-0.00031156    -0.00279843     0.00294873
--.00031156    -0.00279843     0.00294873
--.00076592    -0.00233657     0.00242693
--.00088998    -0.00169357     0.00171918
Index: unk/anuga_core/source/anuga/shallow_water/test/fullokada_SS.lic
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/fullokada_SS.lic	(revision 9455)
+++ 	(revision )
@@ -1,23 +1,0 @@
-<?xml version='1.0' encoding='iso-8859-1'?>
-<ga_license_file>
-  <metadata>
-    <author>Herve Damlamian</author>
-  </metadata>
-  
-  <datafile>
-    <filename>fullokada_SS.txt</filename>
-    <checksum>3315294267</checksum>
-    <publishable>Yes</publishable>
-    <accountable>Jane Sexton</accountable>
-    <source>Output from fortran code (okada.f) supplied through the publication:
-    Computation of deformation induced by earthquakes in a multi-layered elastic crust - 
-    FORTRAN programs EDGRN/EDCMP by Rongjiang Wang, Francisco Lorenzo Martin and Frank Roth, 
-    in Computers and Geosciences, volume 29, 195-207, 2003. The fortran code is available 
-    from http://www.iamg.org/CGEditor/index.htm. Code run with parameters in 
-    test_tsunami_okada.py in the single source mode. Hence file naming of _SS.</source>
-    <IP_owner>SOPAC and Geoscience Australia.  </IP_owner>
-    <IP_info>Based on freely available fortran code available at 
-    http://www.iamg.org/CGEditor/index.htm.</IP_info>
-  </datafile>
-  
-  </ga_license_file>
Index: unk/anuga_core/source/anuga/shallow_water/test/fullokada_SS.txt
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/fullokada_SS.txt	(revision 9455)
+++ 	(revision )
@@ -1,36 +1,0 @@
--.09896401    -0.06266776    -0.11488581
--.11014517    -0.09974463    -0.18732074
--.09764119    -0.14380126    -0.27540737
--.05117426    -0.17945972    -0.34791887
-0.01778525    -0.18790121    -0.36521408
-0.07857595    -0.16397151    -0.31630892
--.10198684    -0.04392203    -0.11887774
--.11901769    -0.07401557    -0.20685036
--.11013730    -0.11228523    -0.32191411
--.05933581    -0.14482059    -0.42171589
-0.02074054    -0.15269056    -0.44606525
-0.09008526    -0.13054013    -0.37772694
--.08209710    -0.02150989    -0.09234827
--.09747238    -0.03748287    -0.16744398
--.09175030    -0.05869899    -0.26925331
--.04998927    -0.07729888    -0.35980535
-0.01751454    -0.08185723    -0.38213220
-0.07554544    -0.06908268    -0.31968644
--.04271989    -0.01189426    -0.03980895
--.04862055    -0.02033263    -0.07372370
--.04423248    -0.03174617    -0.11865463
--.02361551    -0.04188265    -0.15795134
-0.00824028    -0.04438050    -0.16757187
-0.03598163    -0.03739305    -0.14060162
--.00083686    -0.02226588     0.01429015
-0.00232566    -0.03596514     0.02151249
-0.00435985    -0.05347275     0.03187149
-0.00300778    -0.06841496     0.04135995
--.00109674    -0.07203563     0.04372482
--.00416858    -0.06185109     0.03713359
-0.02803219    -0.04347391     0.04853847
-0.03399120    -0.06635202     0.07537680
-0.03182526    -0.09328642     0.10832243
-0.01715442    -0.11494618     0.13554835
--.00599406    -0.12005907     0.14204955
--.02605180    -0.10555138     0.12367272
Index: unk/anuga_core/source/anuga/shallow_water/test/polygon_values_example.csv
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/polygon_values_example.csv	(revision 9455)
+++ 	(revision )
@@ -1,46 +1,0 @@
-easting,northing,id,floors
-422681.61,871117.55,1,2
-422691.02,871117.60,1,2
-422690.87,871084.23,1,2
-422649.36,871081.85,1,2
-422649.36,871080.39,1,2
-422631.86,871079.50,1,2
-422631.72,871086.75,1,2
-422636.75,871087.20,1,2
-422636.75,871091.50,1,2
-422649.66,871092.09,1,2
-422649.83,871084.91,1,2
-422652.94,871084.90,1,2
-422652.84,871092.39,1,2
-422681.83,871093.73,1,2
-422681.61,871117.55,1,2
-422664.22,870785.46,2,0
-422672.48,870780.14,2,0
-422668.17,870772.62,2,0
-422660.35,870777.17,2,0
-422664.22,870785.46,2,0
-422661.30,871215.06,3,1
-422667.50,871215.70,3,1
-422668.30,871204.86,3,1
-422662.21,871204.33,3,1
-422661.30,871215.06,3,1
-422473.44,871191.22,4,2
-422478.33,871192.26,4,2
-422479.52,871186.03,4,2
-422474.78,871185.14,4,2
-422473.44,871191.22,4,2
-422369.69,871049.29,5,0
-422378.63,871053.58,5,0
-422383.91,871044.51,5,0
-422374.97,871040.32,5,0
-422369.69,871049.29,5,0
-422730.56,871203.13,8,1
-422734.10,871204.90,8,1
-422735.26,871202.18,8,1
-422731.87,871200.58,8,1
-422730.56,871203.13,8,1
-422659.85,871213.80,9,1
-422660.91,871210.97,9,1
-422655.42,871208.85,9,1
-422654.36,871211.68,9,1
-422659.85,871213.80,9,1
Index: unk/anuga_core/source/anuga/shallow_water/test/polygon_values_example.lic
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/polygon_values_example.lic	(revision 9455)
+++ 	(revision )
@@ -1,17 +1,0 @@
-<?xml version='1.0' encoding='iso-8859-1'?>
-<ga_license_file>
-  <metadata>
-    <author>Ole Nielsen</author>
-  </metadata>
-  
-  <datafile>
-    <filename>polygon_values_example.csv</filename>
-    <checksum>369586960</checksum>
-    <publishable>Yes</publishable>
-    <accountable>Ole Nielsen</accountable>
-    <source>Generated by ANUGA development team</source>
-    <IP_owner>Geoscience Australia</IP_owner>
-    <IP_info>For use with the ANUGA test suite</IP_info>    
-  </datafile>
-
-</ga_license_file>
Index: unk/anuga_core/source/anuga/shallow_water/test/test_eq.py
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/test_eq.py	(revision 9455)
+++ 	(revision )
@@ -1,67 +1,0 @@
-import unittest
-import numpy as num
-from eqf import earthquake_tsunami, Okada_func
-
-
-class Test_eq(unittest.TestCase):
-    def setUp(self):
-        pass
-
-    def tearDown(self):
-        pass
-
-
-    def test_Okada_func(self):
-        x0 = 38000.0
-        y0 = 12500.0
-        length = 25.0
-        width = 5.0
-        strike = 0.0
-        depth = 3500.
-        slip = 10.0
-        dip = 15.0
-        rake = 90.0
-        test = -2205.904774487
-
-        #print 'depth', depth
-        z = Okada_func(length=length, width=width, dip=dip, \
-                       x0=x0, y0=y0, strike=strike, depth=depth, \
-                       slip=slip, rake=rake, test=test)
-
-        assert num.allclose(z.length, length)
-        assert num.allclose(z.width, width)
-        assert num.allclose(z.x0, x0)
-        assert num.allclose(z.y0, y0)
-        assert num.allclose(z.strike, strike)
-        assert num.allclose(z.depth, depth)
-        assert num.allclose(z.slip, slip)
-        assert num.allclose(z.dip, dip)
-        assert num.allclose(z.rake, rake)
-
-        #print 'in test', z.test
-        assert num.allclose(z.test, -2205.904774487)
-        
-        #print 'hello finished okada'
-
-    def test_earthquake_tsunami(self):
-
-        x0 = 0.0
-        y0 = 0.0
-        length = 25.0
-        width = 5.0
-        strike = 0.0
-        depth = 3500.
-        slip = 10.0
-        dip = 15.0
-        
-        eq = earthquake_tsunami(length=length, width = width, depth=depth, \
-                                strike = strike, dip = dip, slip = slip, \
-                                x0 = x0, y0 = y0)
-
-#-------------------------------------------------------------
-
-if __name__ == "__main__":
-    suite = unittest.makeSuite(Test_eq,'test_Okada_func')
-    runner = unittest.TextTestRunner()
-    runner.run(suite)
-
Index: unk/anuga_core/source/anuga/shallow_water/test/test_points_large.csv
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/test_points_large.csv	(revision 9455)
+++ 	(revision )
@@ -1,7855 +1,0 @@
-x,y,13.137
-305834.625,6184106.5,4.588
-305843.813,6184104.0,4.709
-305853.938,6184103.5,4.711
-305868.5,6184102.0,4.941
-305875.5,6184101.0,5.552
-305894.688,6184098.5,5.97
-305904.5,6184099.5,6.465
-305939.625,6184095.0,6.6
-305951.563,6184095.0,6.477
-305930.75,6184096.5,6.857
-305918.281,6184097.5,6.669
-305738.875,6184113.5,16.386
-305687.813,6184115.5,5.42
-305654.094,6184118.0,4.033
-305648.938,6184120.0,3.89
-305653.875,6184121.0,4.001
-305661.063,6184119.0,3.95
-305667.75,6184118.5,4.0
-305669.313,6184120.5,3.981
-305686.188,6184120.0,4.202
-305690.438,6184119.0,6.328
-305699.094,6184118.0,11.094
-305702.156,6184118.0,13.039
-305704.844,6184117.0,14.648
-305709.844,6184116.5,14.743
-305727.375,6184115.0,15.724
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-304932.125,6185813.0,7.202
-304948.688,6185799.0,6.711
-304959.781,6185785.5,3.954
-304754.406,6185965.5,6.557
-304715.875,6185999.0,8.423
-304733.969,6185980.0,6.62
-304756.531,6185960.0,6.717
-304767.563,6185951.0,6.707
-304776.094,6185943.5,7.055
-304792.938,6185928.0,6.783
-304798.594,6185924.5,6.873
-304802.906,6185920.0,6.85
-304807.438,6185917.0,6.803
-304820.781,6185904.0,7.157
-304829.844,6185898.0,7.134
-304832.938,6185893.0,7.304
-304837.281,6185890.0,7.252
-304843.625,6185883.0,7.582
-304847.813,6185881.0,7.396
-304856.25,6185873.5,7.405
-304862.906,6185868.0,7.43
-304871.625,6185859.0,7.464
-304876.375,6185856.5,7.338
-304885.531,6185849.0,7.436
-304890.031,6185846.0,7.328
-304894.688,6185844.0,7.264
-304899.625,6185837.0,7.416
-304901.938,6185835.0,7.375
-304913.781,6185826.0,7.287
-304918.313,6185820.0,7.373
-304933.969,6185807.0,7.317
-304943.938,6185798.0,7.04
-304953.281,6185790.0,7.226
-304956.375,6185787.0,4.206
-304963.875,6185780.5,3.659
-304947.906,6185795.0,6.955
-304936.75,6185805.0,7.336
-304925.0,6185816.0,7.281
-304726.813,6185981.0,7.524
-304710.0,6185996.5,8.477
-304734.25,6185975.0,6.838
-304745.063,6185964.5,7.236
-304750.688,6185961.5,7.052
-304760.938,6185953.0,6.618
-304783.125,6185934.0,7.2
-304787.469,6185930.0,7.137
-304794.875,6185924.0,6.95
-304802.625,6185915.5,7.042
-304808.531,6185912.0,7.029
-304822.844,6185899.5,7.315
-304838.938,6185884.0,7.537
Index: unk/anuga_core/source/anuga/shallow_water/test/test_points_large.lic
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/test_points_large.lic	(revision 9455)
+++ 	(revision )
@@ -1,17 +1,0 @@
-<?xml version='1.0' encoding='iso-8859-1'?>
-<ga_license_file>
-  <metadata>
-    <author>Ole Nielsen</author>
-  </metadata>
-  
-  <datafile>
-    <filename>test_points_large.csv</filename>
-    <checksum>4006850951</checksum>
-    <publishable>Yes</publishable>
-    <accountable>Ole Nielsen</accountable>
-    <source>Generated by ANUGA development team</source>
-    <IP_owner>Geoscience Australia</IP_owner>
-    <IP_info>For use with the ANUGA test suite</IP_info>    
-  </datafile>
-
-</ga_license_file>
Index: unk/anuga_core/source/anuga/shallow_water/test/test_points_small.csv
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/test_points_small.csv	(revision 9455)
+++ 	(revision )
@@ -1,17 +1,0 @@
-x,y,13.137
-305525.031,6184002.5,13.162
-305537.438,6184000.0,12.927
-305564.281,6184002.0,10.696
-305561.5,6184001.5,11.124
-305576.219,6184001.5,8.086
-305600.313,6184000.5,9.505
-305612.344,6184001.0,12.807
-305615.313,6184001.0,12.996
-305632.125,6184000.0,13.81
-305650.063,6184000.0,14.37
-305670.469,6184001.0,7.701
-305693.375,6184001.0,7.685
-305696.719,6184000.5,5.755
-305712.188,6184001.0,4.536
-305748.563,6184001.0,6.599
-305770.5,6184002.5,6.346
Index: unk/anuga_core/source/anuga/shallow_water/test/test_points_small.lic
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/test_points_small.lic	(revision 9455)
+++ 	(revision )
@@ -1,17 +1,0 @@
-<?xml version='1.0' encoding='iso-8859-1'?>
-<ga_license_file>
-  <metadata>
-    <author>Ole Nielsen</author>
-  </metadata>
-  
-  <datafile>
-    <filename>test_points_small.csv</filename>
-    <checksum>652025782</checksum>
-    <publishable>Yes</publishable>
-    <accountable>Ole Nielsen</accountable>
-    <source>Generated by ANUGA development team</source>
-    <IP_owner>Geoscience Australia</IP_owner>
-    <IP_info>For use with the ANUGA test suite</IP_info>    
-  </datafile>
-
-</ga_license_file>
Index: unk/anuga_core/source/anuga/shallow_water/test/test_smf.py
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/test_smf.py	(revision 9455)
+++ 	(revision )
@@ -1,139 +1,0 @@
-import unittest
-import numpy as num
-from smf import slide_tsunami, slump_tsunami, Double_gaussian
-from shallow_water_domain import Domain
-
-class Test_smf(unittest.TestCase):
-    def setUp(self):
-        pass
-
-    def tearDown(self):
-        pass
-
-
-    def test_Double_gaussian(self):
-        a3D = 5.6
-        wavelength = 10.2
-        width = 6.6
-        x0 = 0.0
-        y0 = 0.0
-        alpha = 0.0
-        kappa = 3.0
-        kappad = 0.8
-        dx = 0.5
-        zsmall = 0.01
-        scale = 1.0
-
-        dg = Double_gaussian(a3D, wavelength, width, \
-                             x0, y0, alpha, \
-                             kappa, kappad, zsmall, dx, scale)
-
-        assert num.allclose(dg.a3D, a3D)
-        assert num.allclose(dg.wavelength, wavelength)
-        assert num.allclose(dg.width, width)
-        assert num.allclose(dg.x0, x0)
-        assert num.allclose(dg.y0, y0)
-        assert num.allclose(dg.alpha, alpha)
-        assert num.allclose(dg.kappa, kappa)
-        assert num.allclose(dg.kappad, kappad)
-        assert num.allclose(dg.dx, dx)
-
-    
-    def test_slide_tsunami(self):
-
-        len = 600.0
-        dep = 150.0
-        th = 9.0
-        thk = 15.0
-        wid = 340.0
-        kappa = 3.0
-        kappad = 0.8
-        x0 = 100000.
-
-        slide = slide_tsunami(length=len, depth=dep, slope=th, x0=x0, \
-                              width = wid, thickness=thk, kappa=kappa, kappad=kappad, \
-                              verbose=False)
-
-        assert num.allclose(slide.a3D, 0.07775819)
-        assert num.allclose(slide.wavelength, 2938.66695708)
-        assert num.allclose(slide.width, 340.0)
-        assert num.allclose(slide.y0, 0.0)
-        assert num.allclose(slide.alpha, 0.0)
-
-
-    def test_slump_tsunami(self):
-
-        length = 4500.0
-        thk = 760.0
-        wid = 4500.0
-        dep = 1200.0
-        rad = 3330
-        dp = 0.23
-        th = 12
-        alpha = 0.0
-        x0 = 0
-        y0 = 0
-        gamma = 1.85
-
-        slump = slump_tsunami(length, dep, th, wid, thk, rad, dp, x0, y0, alpha, gamma, scale=1.0)
-
-        assert num.allclose(slump.a3D, 9.82538623)
-        assert num.allclose(slump.wavelength, 3660.37606554)
-        assert num.allclose(slump.width, 4500.0)
-        assert num.allclose(slump.x0, 0.0)
-        assert num.allclose(slump.y0, 0.0)
-        assert num.allclose(slump.alpha, 0.0)
-        assert num.allclose(slump.kappa, 3.0)
-        assert num.allclose(slump.kappad, 1.0)
-
-    def test_slide_tsunami_domain(self):
-
-        length = 600.0
-        dep = 150.0
-        th = 9.0
-        thk = 15.0
-        wid = 340.0
-        kappa = 3.0
-        kappad = 0.8
-        x0 = 100000.
-        y0 = x0
-        
-        from anuga.pmesh.mesh_interface import create_mesh_from_regions
-        polygon = [[0,0],[200000,0],[200000,200000],[0,200000]]
-        create_mesh_from_regions(polygon,
-                                 {'e0': [0], 'e1': [1], 'e2': [2], 'e3': [3]},
-                                 maximum_triangle_area=5000000000,
-                                 filename='test.msh',
-                                 verbose = False)
-
-        domain = Domain('test.msh', use_cache = True, verbose = False)
-
-        slide = slide_tsunami(length, dep, th, x0, y0, \
-                              wid, thk, kappa, kappad, \
-                              domain=domain,verbose=False)
-
-        domain.set_quantity('stage', slide)
-        stage = domain.get_quantity('stage')
-        w = stage.get_values()
-
-##        check = [[-0.0 -0.0 -0.0],
-##                 [-.189709745 -517.877716 -0.0],
-##                 [-0.0 -0.0 -2.7695931e-08],
-##                 [-0.0 -2.7695931e-08 -1.897097e-01]
-##                 [-0.0 -517.877716 -0.0],
-##                 [-0.0 -0.0 -0.0],
-##                 [-0.0 -0.0 -0.0],
-##                 [-0.0 -0.0 -0.0]]
-
-        assert num.allclose(num.min(w), -517.877771593)
-        assert num.allclose(num.max(w), 0.0)
-        assert num.allclose(slide.a3D, 518.38797486)
-
-
-#-------------------------------------------------------------
-
-if __name__ == "__main__":
-    suite = unittest.makeSuite(Test_smf,'test')
-    runner = unittest.TextTestRunner()
-    runner.run(suite)
-
Index: unk/anuga_core/source/anuga/shallow_water/test/test_tsunami_okada.py
===================================================================
--- /trunk/anuga_core/source/anuga/shallow_water/test/test_tsunami_okada.py	(revision 9455)
+++ 	(revision )
@@ -1,302 +1,0 @@
-import unittest
-import numpy as num
-from tsunami_okada import earthquake_tsunami,Okada_func
-from anuga.shallow_water.shallow_water_domain import Domain
-
-class Test_eq(unittest.TestCase):
-    def setUp(self):
-        pass
-
-    def tearDown(self):
-        pass
-
-
-    def test_Okada_func(self):
-        from os import sep, getenv
-        import sys
-        from anuga.abstract_2d_finite_volumes.mesh_factory \
-        import rectangular_cross
-
-        from anuga.abstract_2d_finite_volumes.quantity import Quantity
-        from anuga.utilities.system_tools import get_pathname_from_package
-        """
-        Pick the test you want to do; T= 0 test a point source,
-        T= 1  test single rectangular source, T= 2 test multiple
-        rectangular sources
-        """
-        # Get path where this test is run
-        path = get_pathname_from_package('anuga.shallow_water')
-        
-        # Choose what test to proceed
-        T = 1
-        
-
-        if T==0:
-            # Fortran output file            
-            filename = path+sep+'fullokada_SP.txt'
-            
-            # Initial condition of earthquake for multiple source
-            x0 = 7000.0
-            y0 = 10000.0
-            length = 0
-            width =0
-            strike = 0.0
-            depth = 15.0
-            slip = 10.0
-            dip =15.0
-            rake =90.0
-            ns=1
-            NSMAX=1
-        elif T==1:
-            # Fortran output file        
-            filename = path+sep+'fullokada_SS.txt'
-            
-            # Initial condition of earthquake for multiple source
-            x0 = 7000.0
-            y0 = 10000.0
-            length = 10.0
-            width =6.0
-            strike = 0.0
-            depth = 15.0
-            slip = 10.0
-            dip =15.0
-            rake =90.0
-            ns=1
-            NSMAX=1
-            
-        elif T==2:
-
-            # Fortran output file
-            filename = path+sep+'fullokada_MS.txt'
-            
-            # Initial condition of earthquake for multiple source
-            x0 = [7000.0,10000.0]
-            y0 = [10000.0,7000.0]
-            length = [10.0,10.0]
-            width =[6.0,6.0]
-            strike = [0.0,0.0]
-            depth = [15.0,15.0]
-            slip = [10.0,10.0]
-            dip = [15.0,15.0]
-            rake = [90.0,90.0]
-            ns=2
-            NSMAX=2
-
-
-
-        # Get output file from original okada fortran script.
-        # Vertical displacement is listed under tmp.
-        polyline_file=open(filename,'r')
-        lines=polyline_file.readlines()
-        polyline_file.close()
-        tmp=[]
-        stage=[]
-        for line in lines [0:]:
-            field = line.split('    ')
-            z=float(field[2])
-            tmp.append(z)
-
-        
-
-                
-        #create domain 
-        dx = dy = 4000
-        l=100000
-        w=100000
-        #create topography
-        def topography(x,y):
-            el=-1000
-            return el
-
-        #print int(l/dx)
-        #print int(w/dy)
-        points, vertices, boundary = rectangular_cross(int(l/dx), int(w/dy),
-                                               len1=l, len2=w)
-        domain = Domain(points, vertices, boundary)   
-        domain.set_name('test')
-        domain.set_quantity('elevation',topography)
-        
-        #create variable with elevation data to implement in okada
-        zrec0 = Quantity(domain)
-        zrec0.set_values(0.0)
-        zrec=zrec0.get_vertex_values(xy=True)
-        # call okada
-        Ts= Okada_func(ns=ns, NSMAX=NSMAX,length=length, width=width, dip=dip, \
-                       x0=x0, y0=y0, strike=strike, depth=depth, \
-                       slip=slip, rake=rake,zrec=zrec)
-
-        #create a variable to store vertical displacement throughout the domain
-        tsunami = Quantity(domain)
-        tsunami.set_values(Ts)
-
-        # get vertical displacement at each point of the domain respecting
-        # original script's order
-        interpolation_points=[]
-        k=0.0
-        for i in range(0,6):
-            for j in range(0,6):
-                p=j*4000
-                Yt=p
-                Xt=k
-                interpolation_points.append([Xt, Yt])
-
-            k=k+4000
-        Z=tsunami.get_values(interpolation_points=interpolation_points,
-                             location='edges')
-
-        stage = -Z # FIXME(Ole): Why the sign flip?
-                   # Displacement in fortran code is looking downward
-        #print tmp
-        #print 'hello',stage
-        assert num.allclose(stage,tmp,atol=1.e-3)
-        
-    def test_earthquake_tsunami(self):
-        from os import sep, getenv
-        import sys
-        from anuga.abstract_2d_finite_volumes.mesh_factory \
-                        import rectangular_cross
-        from anuga.abstract_2d_finite_volumes.quantity import Quantity
-        from anuga.utilities.system_tools import get_pathname_from_package
-        """
-        Pick the test you want to do; T= 0 test a point source,
-        T= 1  test single rectangular source, T= 2 test multiple
-        rectangular sources
-        """
-
-        # Get path where this test is run
-        path= get_pathname_from_package('anuga.shallow_water')
-        
-        # Choose what test to proceed
-        T=1
-
-        if T==0:
-            # Fortran output file
-            filename = path+sep+'fullokada_SP.txt'
-            
-            # Initial condition of earthquake for multiple source
-            x0 = 7000.0
-            y0 = 10000.0
-            length = 0
-            width =0
-            strike = 0.0
-            depth = 15.0
-            slip = 10.0
-            dip =15.0
-            rake =90.0
-            ns=1
-            NSMAX=1
-        elif T==1:
-            # Fortran output file
-            filename = path+sep+'fullokada_SS.txt'
-            
-            # Initial condition of earthquake for multiple source
-            x0 = 7000.0
-            y0 = 10000.0
-            length = 10.0
-            width =6.0
-            strike = 0.0
-            depth = 15.0
-            slip = 10.0
-            dip =15.0
-            rake =90.0
-            ns=1
-            NSMAX=1
-            
-        elif T==2:
-
-            # Fortran output file
-            filename = path+sep+'fullokada_MS.txt'
-            
-            # Initial condition of earthquake for multiple source
-            x0 = [7000.0,10000.0]
-            y0 = [10000.0,7000.0]
-            length = [10.0,10.0]
-            width =[6.0,6.0]
-            strike = [0.0,0.0]
-            depth = [15.0,15.0]
-            slip = [10.0,10.0]
-            dip = [15.0,15.0]
-            rake = [90.0,90.0]
-            ns=2
-            NSMAX=2
-
-
-
-        # Get output file from original okada fortran script.
-        # Vertical displacement is listed under tmp.
-        polyline_file=open(filename,'r')
-        lines=polyline_file.readlines()
-        polyline_file.close()
-        tmp=[]
-        stage=[]
-        for line in lines [0:]:
-            field = line.split('    ')
-            z=float(field[2])
-            tmp.append(z)
-
-         
-        # Create domain 
-        dx = dy = 4000
-        l=20000
-        w=20000
-        
-        # Create topography
-        def topography(x,y):
-            el=-1000
-            return el
-        
-        points, vertices, boundary = rectangular_cross(int(l/dx), int(w/dy),
-                                               len1=l, len2=w)
-        domain = Domain(points, vertices, boundary)   
-        domain.set_name('test')
-        domain.set_quantity('elevation',topography)
-        Ts = earthquake_tsunami(ns=ns,NSMAX=NSMAX,length=length, width=width, strike=strike,\
-                                depth=depth,dip=dip, xi=x0, yi=y0,z0=0, slip=slip, rake=rake,\
-                                domain=domain, verbose=False)
-        
-        # Create a variable to store vertical displacement throughout the domain
-        tsunami = Quantity(domain)
-        tsunami.set_values(Ts)
-        interpolation_points=[]
-
-        #k=0.0
-        #for i in range(0,6):
-        #    for j in range(0,6):
-        #        p=j*4000
-        #        Yt=p
-        #        Xt=k
-        #        Z=tsunami.get_values(interpolation_points=[[Xt,Yt]]
-        #                             ,location='edges')
-        #        stage.append(-Z[0])
-        #    k=k+4000
-        #
-        #assert allclose(stage,tmp,atol=1.e-3)
-
-        # Here's a faster way - try that in the first test
-        interpolation_points=[]
-        k=0.0
-        for i in range(0,6):
-            for j in range(0,6):
-                p=j*4000
-                Yt=p
-                Xt=k
-                interpolation_points.append([Xt, Yt])
-
-            k=k+4000
-        Z=tsunami.get_values(interpolation_points=interpolation_points,
-                             location='edges')
-
-        stage = -Z # FIXME(Ole): Why the sign flip?
-                   # Displacement in fortran code is looking downward
-        #print 'c est fini'
-        #print tmp
-        #print 'hello',stage   
-        assert num.allclose(stage,tmp,atol=1.e-3)
-
-#-------------------------------------------------------------
-
-if __name__ == "__main__":
-    suite = unittest.makeSuite(Test_eq,'test')
-    runner = unittest.TextTestRunner()
-    runner.run(suite)
-
Index: /trunk/anuga_core/source/anuga/tsunami_source/eqf.py
===================================================================
--- /trunk/anuga_core/source/anuga/tsunami_source/eqf.py	(revision 9456)
+++ /trunk/anuga_core/source/anuga/tsunami_source/eqf.py	(revision 9456)
@@ -0,0 +1,147 @@
+#
+# earthquake_tsunami function
+#
+#import okada
+"""This function returns a callable object representing an initial water
+   displacement generated by a submarine earthqauke.
+   
+Using input parameters:
+
+Required
+ length  along-stike length of rupture area
+ width   down-dip width of rupture area
+ strike  azimuth (degrees, measured from north) of fault axis
+ dip     angle of fault dip in degrees w.r.t. horizontal
+ depth   depth to base of rupture area
+ 
+Optional
+ x0      x origin (0)
+ y0      y origin (0)
+ slip    metres of fault slip (1)
+ rake    angle of slip (w.r.t. horizontal) in fault plane (90 degrees)
+
+The returned object is a callable okada function that represents
+the initial water displacement generated by a submarine earthuake.
+
+"""
+
+
+def earthquake_tsunami(length, width, strike, depth, \
+                       dip, x0=0.0, y0=0.0, slip=1.0, rake=90.,\
+                       domain=None, verbose=False):
+
+    from math import sin, radians
+
+    if domain is not None:
+        xllcorner = domain.geo_reference.get_xllcorner()
+        yllcorner = domain.geo_reference.get_yllcorner()
+        x0 = x0 - xllcorner  # fault origin (relative)
+        y0 = y0 - yllcorner
+    
+    #a few temporary print statements
+    if verbose is True:
+        print '\nThe Earthquake ...'
+        print '\tLength: ', length
+        print '\tDepth: ', depth
+        print '\tStrike: ', strike
+        print '\tWidth: ', width
+        print '\tDip: ', dip
+        print '\tSlip: ', slip
+        print '\tx0: ', x0
+        print '\ty0: ', y0
+
+    # warning test
+    test = width*1000.0*sin(radians(dip)) - depth
+
+    if verbose is True:
+        if test > 0.0:
+            print 'Earthquake source not located below seafloor'
+            print 'Please check depth'
+
+    return Okada_func(length=length, width=width, dip=dip, \
+                      x0=x0, y0=y0, strike=strike, depth=depth, \
+                      slip=slip, rake=rake, test=test)
+
+
+#
+# Okada class
+#
+
+"""This is a callable class representing the initial water displacment 
+   generated by an earthquake.
+
+Using input parameters:
+
+Required
+ length  along-stike length of rupture area
+ width   down-dip width of rupture area
+ strike  azimuth (degrees, measured from north) of fault axis
+ dip     angle of fault dip in degrees w.r.t. horizontal
+ depth   depth to base of rupture area
+ 
+Optional
+ x0      x origin (0)
+ y0      y origin (0)
+ slip    metres of fault slip (1)
+ rake    angle of slip (w.r.t. horizontal) in fault plane (90 degrees)
+
+"""
+
+class Okada_func:
+
+    def __init__(self, length, width, dip, x0, y0, strike, \
+                 depth, slip, rake, test):
+        self.dip = dip
+        self.length = length
+        self.width = width
+        self.x0 = x0
+        self.y0 = y0
+        self.strike = strike
+        self.depth = depth
+        self.slip = slip
+        self.rake = rake
+        self.test = test
+
+
+    def __call__(self, x, y):
+        """Make Okada_func a callable object.
+
+        If called as a function, this object returns z values representing
+        the initial 3D distribution of water heights at the points (x,y)
+        produced by a submarine mass failure.
+        """
+
+        from math import sin, cos, radians, exp, cosh
+        from okada import okadatest
+
+        #ensure vectors x and y have the same length
+        N = len(x)
+        assert N == len(y)
+
+        depth = self.depth
+        dip = self.dip
+        length = self.length
+        width = self.width
+        x0 = self.x0
+        y0 = self.y0
+        strike = self.strike
+        dip = self.dip
+        rake = self.rake
+        slip = self.slip
+        
+        #double Gaussian calculation assumes water displacement is oriented
+        #E-W, so, for displacement at some angle alpha clockwise from the E-W
+        #direction, rotate (x,y) coordinates anti-clockwise by alpha
+
+        cosa = cos(radians(strike))
+        sina = sin(radians(strike))
+
+        xr = ( (x-x0) * sina + (y-y0) * cosa)
+        yr = (-(x-x0) * cosa + (y-y0) * sina) 
+
+        z = okada(xr,yr,depth,length,width,dip,rake,slip)
+    
+                
+        return z
+
+    
Index: /trunk/anuga_core/source/anuga/tsunami_source/eqf_v2.py
===================================================================
--- /trunk/anuga_core/source/anuga/tsunami_source/eqf_v2.py	(revision 9456)
+++ /trunk/anuga_core/source/anuga/tsunami_source/eqf_v2.py	(revision 9456)
@@ -0,0 +1,559 @@
+#
+# earthquake_tsunami function
+#
+
+"""This function returns a callable object representing an initial water
+   displacement generated by a submarine earthqauke.
+   
+Using input parameters:
+
+Required
+ length  along-stike length of rupture area
+ width   down-dip width of rupture area
+ strike  azimuth (degrees, measured from north) of fault axis
+ dip     angle of fault dip in degrees w.r.t. horizontal
+ depth   depth to base of rupture area
+ 
+Optional
+ x0      x origin (0)
+ y0      y origin (0)
+ slip    metres of fault slip (1)
+ rake    angle of slip (w.r.t. horizontal) in fault plane (90 degrees)
+
+The returned object is a callable okada function that represents
+the initial water displacement generated by a submarine earthuake.
+
+"""
+
+import numpy as num
+
+
+def earthquake_tsunami(length, width, strike, depth, \
+                       dip, x0=0.0, y0=0.0, slip=1.0, rake=90.,\
+                       domain=None, verbose=False):
+    """ return a function representing a tsunami event
+    """
+
+    from math import sin, radians
+
+    raise Exception, 'WARNING: (GD, 11/07/2012) there seem to be bugs in eqf_v2.py\
+    , I suggest you use okada_tsunami'
+
+    if domain is not None:
+        xllcorner = domain.geo_reference.get_xllcorner()
+        yllcorner = domain.geo_reference.get_yllcorner()
+        x0 = x0 - xllcorner  # fault origin (relative)
+        y0 = y0 - yllcorner
+
+    #a few temporary print statements
+    if verbose is True:
+        print '\nThe Earthquake ...'
+        print '\tLength: ', length
+        print '\tDepth: ', depth
+        print '\tStrike: ', strike
+        print '\tWidth: ', width
+        print '\tDip: ', dip
+        print '\tSlip: ', slip
+        print '\tx0: ', x0
+        print '\ty0: ', y0
+
+    # warning state
+#    test = width*1000.0*sin(radians(dip)) - depth
+    test = width*1000.0*sin(radians(dip)) - depth*1000
+    
+    if test > 0.0:
+        msg = 'Earthquake source not located below seafloor - check depth'
+        raise Exception, msg
+
+    return Okada_func(length=length, width=width, dip=dip, \
+                      x0=x0, y0=y0, strike=strike, depth=depth, \
+                      slip=slip, rake=rake)
+
+#
+# Okada class
+#
+
+"""This is a callable class representing the initial water displacment 
+   generated by an earthquake.
+
+Using input parameters:
+
+Required
+ length  along-stike length of rupture area
+ width   down-dip width of rupture area
+ strike  azimuth (degrees, measured from north) of fault axis
+ dip     angle of fault dip in degrees w.r.t. horizontal
+ depth   depth to base of rupture area
+ 
+Optional
+ x0      x origin (0)
+ y0      y origin (0)
+ slip    metres of fault slip (1)
+ rake    angle of slip (w.r.t. horizontal) in fault plane (90 degrees)
+
+"""
+
+class Okada_func:
+
+    def __init__(self, length, width, dip, x0, y0, strike, \
+                 depth, slip, rake):
+        self.dip = dip
+        self.length = length
+        self.width = width
+        self.x0 = x0
+        self.y0 = y0
+        self.strike = strike
+        self.depth = depth
+        self.slip = slip
+        self.rake = rake
+
+
+    def __call__(self, x, y):
+        """Make Okada_func a callable object.
+
+        If called as a function, this object returns z values representing
+        the initial 3D distribution of water heights at the points (x,y)
+        produced by a submarine mass failure.
+        """
+
+        from math import sin, cos, radians
+        #from okada import okadatest
+
+        #ensure vectors x and y have the same length
+        N = len(x)
+        assert N == len(y)
+
+        depth = self.depth
+        dip = self.dip
+        length = self.length
+        width = self.width
+        x0 = self.x0
+        y0 = self.y0
+        strike = self.strike
+        dip = self.dip
+        rake = self.rake
+        slip = self.slip
+        
+        #double Gaussian calculation assumes water displacement is oriented
+        #E-W, so, for displacement at some angle alpha clockwise from the E-W
+        #direction, rotate (x,y) coordinates anti-clockwise by alpha
+
+        cosa = cos(radians(strike))
+        sina = sin(radians(strike))
+
+        xr = ( (x-x0) * sina + (y-y0) * cosa)
+        yr = (-(x-x0) * cosa + (y-y0) * sina)
+
+        # works on nautilus when have already done
+        # f2py -c okada.f -m okada
+        #z1 = okada(xr,yr,depth,length,width,dip,rake,slip)
+
+        z2 = num.zeros(N, num.float)
+        alp = 0.5
+        disl3 = 0.0
+        zero = 0.0
+        disl1 = slip*cos(radians(rake))
+        disl2 = slip*sin(radians(rake))
+        cd = cos(radians(dip))
+        sd = sin(radians(dip))
+
+        for i in range(N-1):
+            # GD CHANGE
+            self.SRECTF(alp, xr[i]*.001, yr[i]*.001, depth, zero, length,\
+                        zero, width, sd, cd, disl1, disl2, disl3)
+            #self.SRECTF(alp, xr[i]*.001, yr[i]*.001, depth*0.001, zero, length,\
+            #            zero, width, sd, cd, disl1, disl2, disl3)
+            
+            z2[i] = self.U3
+
+        return z2
+
+    def SRECTF(self,ALP,X,Y,DEP,AL1,AL2,AW1,AW2,SD,CD,DISL1,DISL2,DISL3):
+        """ SURFACE DISPLACEMENT,STRAIN,TILT DUE TO RECTANGULAR FAULT
+            IN A HALF-SPACE. CODED BY  Y.OKADA ... JAN 1985                
+             
+                                                                          
+         INPUT                                                            
+           ALP     : MEDIUM CONSTANT  MYU/(LAMDA+MYU)=1./((VP/VS)**2-1)   
+           X,Y     : COORDINATE OF STATION                                
+           DEP     : SOURCE DEPTH                                         
+           AL1,AL2 : FAULT LENGTH RANGE                                   
+           AW1,AW2 : FAULT WIDTH RANGE                                    
+           SD,CD   : SIN,COS OF DIP-ANGLE                                 
+                  (CD=0.D0, SD=+/-1.D0 SHOULD BE GIVEN FOR VERTICAL FAULT)
+           DISL1,DISL2,DISL3 : STRIKE-, DIP- AND TENSILE-DISLOCATION      
+                                                                              
+         OUTPUT                                                           
+           U1, U2, U3      : DISPLACEMENT ( UNIT= UNIT OF DISL     )      
+           U11,U12,U21,U22 : STRAIN       ( UNIT= UNIT OF DISL /          
+           U31,U32         : TILT                 UNIT OF X,Y,,,AW )      
+                                                                              
+         SUBROUTINE USED...SRECTG                                         
+        """                                                                    
+        
+        U = num.zeros(9, num.float)
+        DU = num.zeros(9, num.float)
+        
+        F0 = 0.0
+        F1 = 1.0
+                                                                    
+        P = Y*CD + DEP*SD                                                 
+        Q = Y*SD - DEP*CD
+
+        KVEC = [1,2]
+        JVEC = [1,2]
+        for K in KVEC:
+            if K == 1: ET=P-AW1
+            if K == 2: ET=P-AW2
+            for J in JVEC:
+                if J == 1: XI=X-AL1
+                if J == 2: XI=X-AL2
+                JK=J+K
+                if JK != 3:
+                    SIGN= F1
+                else:
+                    SIGN=-F1
+
+                self.SRECTG(ALP,XI,ET,Q,SD,CD,DISL1,DISL2,DISL3)
+            
+                DU[0] = self.DU1
+                DU[1] = self.DU2
+                DU[2] = self.DU3
+                DU[3] = self.DU11
+                DU[4] = self.DU12
+                DU[5] = self.DU21
+                DU[6] = self.DU22
+                DU[7] = self.DU31
+                DU[8] = self.DU32
+            
+                for i in range(len(U)):
+                    U[i]=U[i]+SIGN*DU[i]
+            
+        U1  = U[0]                                                          
+        U2  = U[1]                                                          
+        U3  = U[2]                                                          
+        U11 = U[3]                                                          
+        U12 = U[4]                                                          
+        U21 = U[5]                                                          
+        U22 = U[6]                                                          
+        U31 = U[7]                                                          
+        U32 = U[8]
+
+        self.U3 = U3
+        
+    def SRECTG(self,ALP,XI,ET,Q,SD,CD,DISL1,DISL2,DISL3):
+        """
+        C                                                                       
+        C*********************************************************************  
+        C*****                                                           *****  
+        C*****  INDEFINITE INTEGRAL OF SURFACE DISPLACEMENT,STRAIN,TILT  *****  
+        C*****  DUE TO RECTANGULAR FAULT IN A HALF-SPACE                 *****  
+        C*****                          CODED BY  Y.OKADA ... JAN 1985   *****  
+        C*****                                                           *****  
+        C*********************************************************************  
+        C                                                                       
+        C***** INPUT                                                            
+        C*****   ALP     : MEDIUM CONSTANT  MYU/(LAMDA+MYU)=1./((VP/VS)**2-1)   
+        C*****   XI,ET,Q : FAULT COORDINATE                                     
+        C*****   SD,CD   : SIN,COS OF DIP-ANGLE                                 
+        C*****          (CD=0.D0, SD=+/-1.D0 SHOULD BE GIVEN FOR VERTICAL FAULT)
+        C*****   DISL1,DISL2,DISL3 : STRIKE-, DIP- AND TENSILE-DISLOCATION      
+        C                                                                       
+        C***** OUTPUT                                                           
+        C*****   U1, U2, U3      : DISPLACEMENT ( UNIT= UNIT OF DISL    )       
+        C*****   U11,U12,U21,U22 : STRAIN       ( UNIT= UNIT OF DISL /          
+        C*****   U31,U32         : TILT                 UNIT OF XI,ET,Q )       
+        C
+        """
+        
+        from math import sqrt, atan, log, radians
+        F0 = 0.0
+        F1 = 1.0
+        F2 = 2.0
+        PI2=6.283185307179586
+
+        XI2=XI*XI                                                         
+        ET2=ET*ET                                                         
+        Q2=Q*Q                                                            
+        R2=XI2+ET2+Q2                                                     
+        R =sqrt(R2)                                                      
+        R3=R*R2                                                           
+        D =ET*SD-Q*CD                                                     
+        Y =ET*CD+Q*SD                                                     
+        RET=R+ET
+        if RET < F0: RET=F0
+        RD =R+D                                                           
+        RRD=F1/(R*RD)                                                     
+
+        if Q != F0:
+            #TT = atan( radians( XI*ET/(Q*R) ))
+            # GD CHANGE
+            TT = atan( XI*ET/(Q*R) )
+        else:
+            TT = F0
+
+        if RET != F0:
+            RE = F1/RET
+            DLE= log(RET)
+        else:
+            RE = F0
+            DLE=-log(R-ET)
+                           
+        RRX=F1/(R*(R+XI))                                                 
+        RRE=RE/R                                                          
+        AXI=(F2*R+XI)*RRX*RRX/R                                           
+        AET=(F2*R+ET)*RRE*RRE/R
+
+        if CD == 0:
+            #C==============================     
+            #C=====   VERTICAL FAULT   =====     
+            #C==============================
+            RD2=RD*RD
+            A1=-ALP/F2*XI*Q/RD2                                               
+            A3= ALP/F2*( ET/RD + Y*Q/RD2 - DLE )                              
+            A4=-ALP*Q/RD                                                      
+            A5=-ALP*XI*SD/RD                                                  
+            B1= ALP/F2*  Q  /RD2*(F2*XI2*RRD - F1)                            
+            B2= ALP/F2*XI*SD/RD2*(F2*Q2 *RRD - F1)                            
+            C1= ALP*XI*Q*RRD/RD                                               
+            C3= ALP*SD/RD*(XI2*RRD - F1)  
+        else:
+            #C==============================   
+            #C=====   INCLINED FAULT   =====     
+            #C==============================
+            TD=SD/CD                                                          
+            X =sqrt(XI2+Q2)
+            if XI == F0:
+                A5=F0
+            else:                                                    
+                #A5= ALP*F2/CD*atan( radians((ET*(X+Q*CD)+X*(R+X)*SD) / \
+                #                    (XI*(R+X)*CD) ))   
+                # GD CHANGE
+                A5= ALP*F2/CD*atan( ((ET*(X+Q*CD)+X*(R+X)*SD) / \
+                                    (XI*(R+X)*CD) ))   
+            A4= ALP/CD*(  log(RD) - SD*DLE )                                  
+            A3= ALP*(Y/RD/CD - DLE) + TD*A4                                   
+            A1=-ALP/CD*XI/RD        - TD*A5                                   
+            C1= ALP/CD*XI*(RRD - SD*RRE)                                      
+            C3= ALP/CD*(Q*RRE - Y*RRD)                                        
+            B1= ALP/CD*(XI2*RRD - F1)/RD - TD*C3                              
+            B2= ALP/CD*XI*Y*RRD/RD       - TD*C1
+                                        
+        A2=-ALP*DLE - A3                                                  
+        B3=-ALP*XI*RRE - B2                                               
+        B4=-ALP*( CD/R + Q*SD*RRE ) - B1                                  
+        C2= ALP*(-SD/R + Q*CD*RRE ) - C3                                  
+                                                                 
+        U1 =F0                                                            
+        U2 =F0                                                            
+        U3 =F0                                                            
+        U11=F0                                                            
+        U12=F0                                                            
+        U21=F0                                                            
+        U22=F0                                                            
+        U31=F0                                                            
+        U32=F0
+        
+        if DISL1 != F0:
+            #C======================================   
+            #C=====  STRIKE-SLIP CONTRIBUTION  =====  
+            #C======================================
+            UN=DISL1/PI2                                                      
+            REQ=RRE*Q                                                         
+            U1 =U1 - UN*( REQ*XI +   TT    + A1*SD )                          
+            U2 =U2 - UN*( REQ*Y  + Q*CD*RE + A2*SD )                          
+            U3 =U3 - UN*( REQ*D  + Q*SD*RE + A4*SD )                          
+            U11=U11+ UN*( XI2*Q*AET - B1*SD )                                 
+            U12=U12+ UN*( XI2*XI*( D/(ET2+Q2)/R3 - AET*SD ) - B2*SD )         
+            U21=U21+ UN*( XI*Q/R3*CD + (XI*Q2*AET - B2)*SD )                  
+            U22=U22+ UN*( Y *Q/R3*CD + (Q*SD*(Q2*AET-F2*RRE) - \
+                        (XI2+ET2)/R3*CD - B4)*SD )           
+            U31=U31+ UN*(-XI*Q2*AET*CD + (XI*Q/R3 - C1)*SD )                  
+            U32=U32+ UN*( D*Q/R3*CD + (XI2*Q*AET*CD - SD/R + Y*Q/R3 - C2)*SD )
+
+        if DISL2 != F0:
+            #C===================================  
+            #C=====  DIP-SLIP CONTRIBUTION  =====        
+            #C=================================== 
+            UN=DISL2/PI2                                                      
+            SDCD=SD*CD                                                        
+            U1 =U1 - UN*( Q/R             - A3*SDCD )                         
+            U2 =U2 - UN*( Y*Q*RRX + CD*TT - A1*SDCD )                         
+            U3 =U3 - UN*( D*Q*RRX + SD*TT - A5*SDCD )                         
+            U11=U11+ UN*( XI*Q/R3            + B3*SDCD )                      
+            U12=U12+ UN*( Y *Q/R3 - SD/R     + B1*SDCD )                      
+            U21=U21+ UN*( Y *Q/R3 + Q*CD*RRE + B1*SDCD )                      
+            U22=U22+ UN*( Y*Y*Q*AXI - (F2*Y*RRX + XI*CD*RRE)*SD + B2*SDCD )   
+            U31=U31+ UN*( D *Q/R3 + Q*SD*RRE + C3*SDCD )                      
+            U32=U32+ UN*( Y*D*Q*AXI - (F2*D*RRX + XI*SD*RRE)*SD + C1*SDCD ) 
+            
+        if DISL3 != F0:
+            #C========================================
+            #C=====  TENSILE-FAULT CONTRIBUTION  =====   
+            #C======================================== 
+            UN=DISL3/PI2                                                      
+            SDSD=SD*SD                                                        
+            U1 =U1 + UN*( Q2*RRE                       - A3*SDSD )            
+            U2 =U2 + UN*(-D*Q*RRX - SD*(XI*Q*RRE - TT) - A1*SDSD )            
+            U3 =U3 + UN*( Y*Q*RRX + CD*(XI*Q*RRE - TT) - A5*SDSD )            
+            U11=U11- UN*( XI*Q2*AET             + B3*SDSD )                   
+            U12=U12- UN*(-D*Q/R3 - XI2*Q*AET*SD + B1*SDSD )                   
+            U21=U21- UN*( Q2*(CD/R3 + Q*AET*SD) + B1*SDSD )                   
+            U22=U22- UN*((Y*CD-D*SD)*Q2*AXI - F2*Q*SD*CD*RRX - \
+                                    (XI*Q2*AET - B2)*SDSD )                   
+            U31=U31- UN*( Q2*(SD/R3 - Q*AET*CD) + C3*SDSD )                   
+            U32=U32- UN*((Y*SD+D*CD)*Q2*AXI + XI*Q2*AET*SD*CD - \
+                                    (F2*Q*RRX - C1)*SDSD )
+
+        self.DU1 = U1
+        self.DU2 = U2
+        self.DU3 = U3
+
+        self.DU11 = U11
+        self.DU12 = U12
+
+        self.DU21 = U21
+        self.DU22 = U22
+        
+        self.DU31 = U31
+        self.DU32 = U32
+        
+    def spoint(self,alp,x,y,dep,sd,cd,pot1,pot2,pot3):
+        """ Calculate surface displacement, strain, tilt due to buried point
+        source in a semiinfinite medium. Y. Okada Jan 1985
+
+        Input:
+                                                            
+        ALP   : MEDIUM CONSTANT  MYU/(LAMDA+MYU)=1./((VP/VS)**2-1)     
+        X,Y   : COORDINATE OF STATION                                  
+        DEP     : SOURCE DEPTH                                         
+        SD,CD : SIN,COS OF DIP-ANGLE                                   
+               (CD=0.D0, SD=+/-1.D0 SHOULD BE GIVEN FOR VERTICAL FAULT)
+        POT1,POT2,POT3 : STRIKE-, DIP- AND TENSILE-POTENCY             
+            POTENCY=(  MOMENT OF DOUBLE-COUPLE  )/MYU    FOR POT1,2    
+            POTENCY=(INTENSITY OF ISOTROPIC PART)/LAMDA  FOR POT3
+            
+        Output:
+
+        U1, U2, U3      : DISPLACEMENT ( UNIT=(UNIT OF POTENCY) /      
+                        :                     (UNIT OF X,Y,D)**2  )    
+        U11,U12,U21,U22 : STRAIN       ( UNIT= UNIT OF POTENCY) /      
+        U31,U32         : TILT                (UNIT OF X,Y,D)**3  )
+        """
+
+        from math import sqrt
+
+        F0 = 0.0
+        F1 = 1.0
+        F2 = 2.0
+        F3 = 3.0
+        F4 = 4.0
+        F5 = 5.0
+        F8 = 8.0
+        F9 = 9.0
+        PI2 = 6.283185307179586
+
+        D = DEP                                                            
+        P = Y*CD + D*SD                                                    
+        Q = Y*SD - D*CD                                                    
+        S = P*SD + Q*CD                                                    
+        X2 = X*X                                                            
+        Y2 = Y*Y                                                            
+        XY = X*Y                                                            
+        D2 = D*D                                                            
+        R2= X2 + Y2 + D2                                                   
+        R = sqrt(R2)                                                       
+        R3 = R *R2
+        R5 = R3*R2
+        QR = F3*Q/R5
+        XR = F5*X2/R2
+        YR = F5*Y2/R2
+        XYR = F5*XY/R2
+        DR  = F5*D /R2
+        RD = R + D
+        R12 = F1/(R*RD*RD)
+        R32 = R12*(F2*R + D)/ R2
+        R33 = R12*(F3*R + D)/(R2*RD)
+        R53 = R12*(F8*R2 + F9*R*D + F3*D2)/(R2*R2*RD)
+        R54 = R12*(F5*R2 + F4*R*D +    D2)/R3*R12                           
+
+        A1 =  ALP*Y*(R12-X2*R33)                                            
+        A2 =  ALP*X*(R12-Y2*R33)                                            
+        A3 =  ALP*X/R3 - A2                                                 
+        A4 = -ALP*XY*R32                                                    
+        A5 =  ALP*( F1/(R*RD) - X2*R32 )                                    
+        B1 =  ALP*(-F3*XY*R33      + F3*X2*XY*R54)                          
+        B2 =  ALP*( F1/R3 - F3*R12 + F3*X2*Y2*R54)                          
+        B3 =  ALP*( F1/R3 - F3*X2/R5) - B2                                  
+        B4 = -ALP*F3*XY/R5 - B1                                             
+        C1 = -ALP*Y*(R32 - X2*R53)                                          
+        C2 = -ALP*X*(R32 - Y2*R53)                                          
+        C3 = -ALP*F3*X*D/R5 - C2                                            
+
+        U1 = F0                                                            
+        U2 = F0                                                            
+        U3 = F0                                                            
+        U11= F0                                                            
+        U12= F0                                                            
+        U21= F0                                                            
+        U22= F0                                                            
+        U31= F0                                                            
+        U32= F0
+        
+        #======================================                                 
+        #=====  STRIKE-SLIP CONTRIBUTION  =====                                 
+        #======================================                                 
+
+        if POT1 != F0:
+            UN = POT1/PI2                                                       
+            QRX = QR*X                                                          
+            FX = F3*X/R5*SD                                                     
+            U1 = U1 - UN*( QRX*X + A1*SD )                                     
+            U2 = U2 - UN*( QRX*Y + A2*SD )                                     
+            U3 = U3 - UN*( QRX*D + A4*SD )
+              
+            U11 = U11 - UN * ( QRX* (F2-XR)        + B1*SD )  
+            U12 = U12 - UN * (-QRX*XYR      + FX*X + B2*SD )   
+            U21 = U21 - UN * ( QR*Y*(F1-XR)        + B2*SD )   
+            U22 = U22 - UN * ( QRX *(F1-YR) + FX*Y + B4*SD )    
+            U31 = U31 - UN * ( QR*D*(F1-XR)        + C1*SD )  
+            U32 = U32 - UN * (-QRX*DR*Y     + FX*D + C2*SD ) 
+
+        #======================================           
+        #=====    DIP-SLIP CONTRIBUTION   =====          
+        #======================================          
+
+        if POT2 != F0:
+            UN = POT2/PI2                                                       
+            SDCD = SD*CD                                                        
+            QRP = QR*P                                                          
+            FS = F3*S/R5                                                        
+            U1  = U1 - UN*( QRP*X - A3*SDCD )                                   
+            U2  = U2 - UN*( QRP*Y - A1*SDCD )                                   
+            U3  = U3 - UN*( QRP*D - A5*SDCD )                                   
+            U11 = U11- UN*( QRP*(F1-XR)        - B3*SDCD )                      
+            U12 = U12- UN*(-QRP*XYR     + FS*X - B1*SDCD )                      
+            U21 = U21- UN*(-QRP*XYR            - B1*SDCD )                      
+            U22 = U22- UN*( QRP*(F1-YR) + FS*Y - B2*SDCD )                      
+            U31 = U31- UN*(-QRP*DR*X           - C3*SDCD )                      
+            U32 = U32- UN*(-QRP*DR*Y    + FS*D - C1*SDCD )
+            
+        #========================================    
+        #=====  TENSILE-FAULT CONTRIBUTION  =====    
+        #========================================                             
+
+        if POT3 != F0:
+            UN = POT3/PI2                                                       
+            SDSD = SD*SD                                                        
+            QRQ = QR*Q                                                          
+            FQ = F2*QR*SD                                                       
+            U1  = U1 + UN*( QRQ*X - A3*SDSD )                                   
+            U2  = U2 + UN*( QRQ*Y - A1*SDSD )                                   
+            U3  = U3 + UN*( QRQ*D - A5*SDSD )                                   
+            U11 = U11+ UN*( QRQ*(F1-XR)        - B3*SDSD )                      
+            U12 = U12+ UN*(-QRQ*XYR     + FQ*X - B1*SDSD )                      
+            U21 = U21+ UN*(-QRQ*XYR            - B1*SDSD )                      
+            U22 = U22+ UN*( QRQ*(F1-YR) + FQ*Y - B2*SDSD )                      
+            U31 = U31+ UN*(-QRQ*DR*X           - C3*SDSD )                      
+            U32 = U32+ UN*(-QRQ*DR*Y    + FQ*D - C1*SDSD )
+
Index: /trunk/anuga_core/source/anuga/tsunami_source/smf.py
===================================================================
--- /trunk/anuga_core/source/anuga/tsunami_source/smf.py	(revision 9456)
+++ /trunk/anuga_core/source/anuga/tsunami_source/smf.py	(revision 9456)
@@ -0,0 +1,467 @@
+#
+# slide_tsunami function
+#
+
+"""This function returns a callable object representing an initial water
+   displacement generated by a submarine sediment slide.
+
+Using input parameters:
+
+Required
+ length  downslope slide length
+ depth   water depth to slide centre of mass
+ slope   bathymetric slope
+
+Optional
+ x0      x origin (0)
+ y0      y origin (0)
+ alpha   angular orientation of slide in xy plane (0)
+ w       slide width (0.25*length)
+ T       slide thickness (0.01*length)
+ g       acceleration due to gravity (9.8)
+ gamma   specific density of sediments (1.85)
+ Cm      added mass coefficient (1)
+ Cd      drag coefficient (1)
+ Cn      friction coefficient (0)
+ psi     (0)
+ dx      offset of second Gaussian (0.2*width of first Gaussian)
+ kappa   multiplier for sech^2 function (3.0)
+ kappad  multiplier for second Gaussian function (0.8)
+ zsmall  an amount near to zero (0.01)
+
+The following parameters are calculated:
+
+ a0      initial acceleration
+ ut      theoretical terminal velocity
+ s0      charactistic distance of motion
+ t0      characteristic time of motion
+ w       initial wavelength of tsunami
+ a2D     2D initial amplitude of tsunami
+ a3D     3D initial amplitude of tsunami
+
+The returned object is a callable double Gaussian function that represents
+the initial water displacement generated by a submarine sediment slide.
+
+Adrian Hitchman
+Geoscience Australia, June 2005
+"""
+
+import numpy as num
+
+import anuga.utilities.log as lg
+
+
+def find_min(x0, wa, kappad, dx):
+    """Determine eta_min to scale eta(x,y)
+
+       eta(x,y) = n03d/nmin*[-f(y)]*g(x)
+
+       nmin = min (-f(y)*g(x) )
+            = -f(ystar)*g(xstar)
+
+       ystar = min (-f(y) ), i.e. diff(-f(y))=0
+       xstar = min ( g(x) ), i.e. diff(g(x))=0
+
+       ystar = y0 and -f(ystar)=1.0
+    """
+    from math import exp, cosh
+
+    step = 0.05
+    x = x0+50.
+    deriv = 10.0
+    count_max = 1000000
+    c = 0
+    deriv = 10.
+    f_ystar = 1.
+   
+    while c < count_max and deriv > 0:
+        deriv = (x-x0)*exp(-((x-x0)/wa)**2.0) - \
+                kappad*(x-dx-x0)*exp(-((x-dx-x0)/wa)**2.0)
+        
+        if deriv <= 0: xstar = x
+        x -= step
+        c += 1
+    
+    g_xstar = exp(-((xstar-x0)/wa)**2)-kappad*exp(-((xstar-dx-x0)/wa)**2)
+
+    etastar = g_xstar*f_ystar
+
+    return etastar
+
+def slide_tsunami(length, depth, slope, width=None, thickness=None, \
+                  x0=0.0, y0=0.0, alpha=0.0, \
+                  gravity=9.8, gamma=1.85, \
+                  massco=1, dragco=1, frictionco=0, psi=0, \
+                  dx=None, kappa=3.0, kappad=0.8, zsmall=0.01, \
+                  scale=None,
+                  domain=None, verbose=False):
+
+    from math import sin, tan, radians, pi, sqrt, exp
+    
+    if domain is not None:
+        xllcorner = domain.geo_reference.get_xllcorner()
+        yllcorner = domain.geo_reference.get_yllcorner()
+        x0 = x0 - xllcorner  # slump origin (relative)
+        y0 = y0 - yllcorner
+        
+    #if width not provided, set to typical value
+    if width is None:
+        width = 0.25 * length
+
+    #if thickness not provided, set to typical value
+    if thickness is None:
+        thickness = 0.01 * length
+
+    #calculate some parameters of the slide
+
+    sint = sin(radians(slope))
+    tant = tan(radians(slope))
+    tanp = tan(radians(psi))
+
+    a0 = gravity * sint * ((gamma-1)/(gamma+massco)) * (1-(tanp/tant))
+    ut = sqrt((gravity*depth) * (length*sint/depth) \
+                    * (pi*(gamma-1)/(2*dragco)) * (1-(tanp/tant)))
+    s0 = ut**2 / a0
+    t0 = ut / a0
+
+    #calculate some parameters of the water displacement produced by the slide
+
+    w = t0 * sqrt(gravity*depth)
+    a2D = s0 * (0.0574 - (0.0431*sint)) \
+             * (thickness/length) \
+             * ((length*sint/depth)**1.25) \
+             * (1 - exp(-2.2*(gamma-1)))
+    a3D = a2D / (1 + (15.5*sqrt(depth/(length*sint))))
+
+    from math import sqrt, log, e
+    dx = 2.0 * (w * sqrt(-log((zsmall/a3D),e))) / 5.0
+        
+    # determine nmin for scaling of eta(x,y)
+    nmin = find_min(x0,w,kappad,dx)  
+    
+    if scale is None:
+        scale = a3D/nmin
+        
+    #a few temporary print statements
+    if verbose is True:
+        lg.critical('\nThe slide ...')
+        lg.critical('\tLength: %s' % str(length))
+        lg.critical('\tDepth: %s' % str(depth))
+        lg.critical('\tSlope: %s' % str(slope))
+        lg.critical('\tWidth: %s' % str(width))
+        lg.critical('\tThickness: %s' % str(thickness))
+        lg.critical('\tx0: %s' % str(x0))
+        lg.critical('\ty0: %s' % str(y0))
+        lg.critical('\tAlpha: %s' % str(alpha))
+        lg.critical('\tAcceleration: %s' % str(a0))
+        lg.critical('\tTerminal velocity: %s' % str(ut))
+        lg.critical('\tChar time: %s' % str(t0))
+        lg.critical('\tChar distance: %s' % str(s0))
+        lg.critical('\nThe tsunami ...')
+        lg.critical('\tWavelength: %s' % str(w))
+        lg.critical('\t2D amplitude: %s' % str(a2D))
+        lg.critical('\t3D amplitude: %s' % str(a3D))
+        lg.critical('\tscale for eta(x,y): %s' % str(scale))
+
+    #keep an eye on some of the assumptions built into the maths
+
+    if ((slope < 5) or (slope > 30)):
+        if verbose is True:
+            lg.critical('WARNING: slope out of range (5 - 30 degrees) %s'
+                         % str(slope))
+    if ((depth/length < 0.06) or (depth/length > 1.5)):
+        if verbose is True:
+            lg.critical('WARNING: d/b out of range (0.06 - 1.5) %s'
+                         % str(depth/length))
+    if ((thickness/length < 0.008) or (thickness/length > 0.2)):
+        if verbose is True:
+            lg.critical('WARNING: T/b out of range (0.008 - 0.2) %s'
+                         % str(thickness/length))
+    if ((gamma < 1.46) or (gamma > 2.93)):
+        if verbose is True:
+            lg.critical('WARNING: gamma out of range (1.46 - 2.93) %s'
+                         % str(gamma))
+
+    return Double_gaussian(a3D, w, width, x0, y0, alpha, kappa, kappad, zsmall, dx, scale)
+
+#
+# slump_tsunami function
+#
+
+"""This function returns a callable object representing an initial water
+   displacement generated by a submarine sediment slump.
+
+Using input parameters:
+
+Required
+ length  downslope slump length
+ depth   water depth to slump centre of mass
+ slope   bathymetric slope
+
+Optional
+ x0      x origin (0)
+ y0      y origin (0)
+ alpha   angular orientation of slide in xy plane (0)
+ w       slump width (1.0*length)
+ T       slump thickness (0.1*length)
+ R       slump radius of curvature (b^2/(8*T))
+ del_phi slump angular displacement (0.48)
+ g       acceleration due to gravity (9.8)
+ gamma   specific density of sediments (1.85)
+ Cm      added mass coefficient (1)
+ Cd      drag coefficient (1)
+ Cn      friction coefficient (0)
+ dx      offset of second Gaussian (0.2*width of first Gaussian)
+ kappa   multiplier for sech^2 function (3.0)
+ kappad  multiplier for second Gaussian function (0.8)
+ zsmall  an amount near to zero (0.01)
+
+The following parameters are calculated:
+
+ a0      initial acceleration
+ um      maximum velocity
+ s0      charactistic distance of motion
+ t0      characteristic time of motion
+ w       initial wavelength of tsunami
+ a2D     2D initial amplitude of tsunami
+ a3D     3D initial amplitude of tsunami
+
+The returned object is a callable double Gaussian function that represents
+the initial water displacement generated by a submarine sediment slump.
+
+Adrian Hitchman
+Geoscience Australia, June 2005
+"""
+
+def slump_tsunami(length, depth, slope, width=None, thickness=None, \
+                  radius=None, dphi=0.48, x0=0.0, y0=0.0, alpha=0.0, \
+                  gravity=9.8, gamma=1.85, \
+                  massco=1, dragco=1, frictionco=0, \
+                  dx=None, kappa=3.0, kappad=1.0, zsmall=0.01, scale=None, \
+                  domain=None,
+                  verbose=False):
+
+    from math import sin, radians, sqrt
+
+    if domain is not None:
+        xllcorner = domain.geo_reference.get_xllcorner()
+        yllcorner = domain.geo_reference.get_yllcorner()
+        x0 = x0 - xllcorner  # slump origin (relative)
+        y0 = y0 - yllcorner
+
+    #if width not provided, set to typical value
+    if width is None:
+        width = length
+
+    #if thickness not provided, set to typical value
+    if thickness is None:
+        thickness = 0.1 * length
+
+    #if radius not provided, set to typical value
+    if radius is None:
+        radius = length**2 / (8.0 * thickness)
+
+    #calculate some parameters of the slump
+
+    sint = sin(radians(slope))
+
+    s0 = radius * dphi / 2
+    t0 = sqrt((radius*(gamma+massco)) / (gravity*(gamma-1)))
+    a0 = s0 / t0**2
+    um = s0 / t0
+
+    #calculate some parameters of the water displacement produced by the slump
+
+    w = t0 * sqrt(gravity*depth)
+    a2D = s0 * (0.131/sint) \
+             * (thickness/length) \
+             * (length*sint/depth)**1.25 \
+             * (length/radius)**0.63 * dphi**0.39 \
+             * (1.47 - (0.35*(gamma-1))) * (gamma-1)
+    a3D = a2D / (1 + (2.06*sqrt(depth/length)))
+
+    from math import sqrt, log, e
+    dx = 2.0 * (w * sqrt(-log((zsmall/a3D),e))) / 5.0
+        
+    # determine nmin for scaling of eta(x,y)
+    nmin = find_min(x0,w,kappad,dx)  
+    
+    if scale is None:
+        scale = a3D/nmin
+        
+    #a few temporary print statements
+    if verbose is True:
+        lg.critical('\nThe slump ...')
+        lg.critical('\tLength: %s' % str(length))
+        lg.critical('\tDepth: %s' % str(depth))
+        lg.critical('\tSlope: %s' % str(slope))
+        lg.critical('\tWidth: %s' % str(width))
+        lg.critical('\tThickness: %s' % str(thickness))
+        lg.critical('\tRadius: %s' % str(radius))
+        lg.critical('\tDphi: %s' % str(dphi))
+        lg.critical('\tx0: %s' % str(x0))
+        lg.critical('\ty0: %s' % str(y0))
+        lg.critical('\tAlpha: %s' % str(alpha))
+        lg.critical('\tAcceleration: %s' % str(a0))
+        lg.critical('\tMaximum velocity: %s' % str(um))
+        lg.critical('\tChar time: %s' % str(t0))
+        lg.critical('\tChar distance: %s' % str(s0))
+        lg.critical('\nThe tsunami ...')
+        lg.critical('\tWavelength: %s' % str(w))
+        lg.critical('\t2D amplitude: %s' % str(a2D))
+        lg.critical('\t3D amplitude: %s' % str(a3D))
+        lg.critical('\tDelta x %s' % str(dx))
+        lg.critical('\tsmall %s' % str(zsmall))
+        lg.critical('\tKappa d  %s' % str(kappad))
+        lg.critical('\tscale for eta(x,y): %s' % str(scale))
+
+    #keep an eye on some of the assumptions built into the maths
+
+    if ((slope < 10) or (slope > 30)):        
+        if verbose is True:
+            lg.critical('WARNING: slope out of range (10 - 30 degrees) %s'
+                         % str(slope))
+    if ((depth/length < 0.34) or (depth/length > 0.5)):     
+        if verbose is True:
+            lg.critical('WARNING: d/b out of range (0.34 - 0.5) %s'
+                         % str(depth/length))
+    if ((thickness/length < 0.10) or (thickness/length > 0.15)):     
+        if verbose is True:
+            lg.critical('WARNING: T/b out of range (0.10 - 0.15) %s'
+                         % str(thickness/length))
+    if ((radius/length < 1.0) or (radius/length > 2.0)):     
+        if verbose is True:
+            lg.critical('WARNING: R/b out of range (1 - 2) %s'
+                         % str(radius/length))
+    if ((dphi < 0.10) or (dphi > 0.52)):     
+        if verbose is True:
+            lg.critical('WARNING: del_phi out of range (0.10 - 0.52) %s'
+                         % str(dphi))
+    if ((gamma < 1.46) or (gamma > 2.93)):     
+        if verbose is True:
+            lg.critical('WARNING: gamma out of range (1.46 - 2.93) %s'
+                         % str(gamma))
+
+    return Double_gaussian(a3D, w, width, x0, y0, alpha, kappa, kappad, zsmall, dx, scale)
+
+#
+# Double_gaussian class
+#
+
+"""This is a callable class representing the initial water displacment 
+   generated by a sediment slide or slump.
+
+Using input parameters:
+
+Required
+ w       initial wavelength of tsunami
+ a3D     3D initial amplitude of tsunami
+ width   width of smf
+
+Optional
+ x0      x origin of smf
+ y0      y origin of smf
+ alpha   angular orientation of smf in xy plane (0)
+ dx      offset of second Gaussian (0.2*width of first Gaussian)
+ kappa   multiplier for sech^2 function (3.0)
+ kappad  multiplier for second Gaussian function (0.8)
+ zsmall  an amount near to zero (0.01)
+
+Adrian Hitchman
+Geoscience Australia, June 2005
+"""
+
+class Double_gaussian:
+
+    def __init__(self, a3D, wavelength, width, x0, y0, alpha, \
+                 kappa, kappad, zsmall, dx, scale):
+        self.a3D = a3D
+        self.wavelength = wavelength
+        self.width = width
+        self.x0 = x0
+        self.y0 = y0
+        self.alpha = alpha
+        self.kappa = kappa
+        self.kappad = kappad
+        self.scale = scale
+
+        if dx is None:
+            from math import sqrt, log, e
+            dx = 2.0 * (self.wavelength * sqrt(-log((zsmall/self.a3D),e))) / 5.0
+        self.dx = dx
+
+    def __call__(self, x, y):
+        """Make Double_gaussian a callable object.
+
+        If called as a function, this object returns z values representing
+        the initial 3D distribution of water heights at the points (x,y)
+        produced by a submarine mass failure.
+        """
+
+        from math import sin, cos, radians, exp, cosh
+
+        #ensure vectors x and y have the same length
+        N = len(x)
+        assert N == len(y)
+
+        am = self.a3D
+        am2 = 1.0
+        wa = self.wavelength
+        wi = self.width
+        x0 = self.x0
+        y0 = self.y0
+        alpha = self.alpha
+        dx = self.dx
+        kappa = self.kappa
+        kappad = self.kappad
+        scale = self.scale
+
+        #double Gaussian calculation assumes water displacement is oriented
+        #E-W, so, for displacement at some angle alpha clockwise from the E-W
+        #direction, rotate (x,y) coordinates anti-clockwise by alpha
+
+        cosa = cos(radians(alpha))
+        sina = sin(radians(alpha))
+
+        xr = ((x-x0) * cosa - (y-y0) * sina) + x0
+        yr = ((x-x0) * sina + (y-y0) * cosa) + y0
+
+        z = num.zeros(N, num.float)
+        maxz = 0.0
+        minz = 0.0
+        for i in range(N):
+            try:
+                z[i] =  -scale / ((cosh(kappa*(yr[i]-y0)/(wi+wa)))**2) \
+                            * (exp(-((xr[i]-x0)/wa)**2) - \
+                                kappad*exp(-((xr[i]-dx-x0)/wa)**2))
+                if z[i] > maxz: maxz = z[i]
+                if z[i] < minz: minz = z[i]
+                
+            except OverflowError:
+                pass
+                
+        return z
+
+    def determineDX(self, zsmall):
+        """Determine a suitable offset for the second Gaussian function.
+
+        A suitable offset for the second Gaussian function is taken to
+        be some fraction of the 'width' of the first Gaussian function.
+
+        The 'width' of the first Gaussian is obtained from the range of
+        the x coordinates over which the function takes values from
+        'near zero', through 1, and back to 'near zero'.
+
+        The parameter zsmall passed to this function specifies how much
+        'near zero' is.
+        """
+
+        from math import sqrt, log, e
+        
+        a = self.a3D
+        c = self.wavelength
+
+        self.dx = 2.0 * (c * sqrt(-log((zsmall/a),e))) / 5.0
+
+        return self.dx
+
Index: /trunk/anuga_core/source/anuga/tsunami_source/test/eq_test.py
===================================================================
--- /trunk/anuga_core/source/anuga/tsunami_source/test/eq_test.py	(revision 9456)
+++ /trunk/anuga_core/source/anuga/tsunami_source/test/eq_test.py	(revision 9456)
@@ -0,0 +1,121 @@
+
+from anuga.shallow_water import Domain, Reflective_boundary, Dirichlet_boundary 
+from eqf_v2 import earthquake_tsunami
+
+res = 10000000.
+intres = 1000000.
+boundingpoly=[[-100000,-80000],[-100000,80000],[100000,80000],[100000,-80000]]
+poly = [[-40000,-20000],[40000,-20000],[40000,30000],[-40000,30000]]
+interior_regions = [[poly,intres]]
+
+from anuga.pmesh.mesh_interface import create_mesh_from_regions
+from caching import cache
+meshname = 'another_test'+'.msh'
+
+_ = cache(create_mesh_from_regions,
+          boundingpoly,
+           {'boundary_tags': {'e0': [0], 'e1': [1], 'e2': [2], 'e3': [3]},
+           'maximum_triangle_area': res,
+           'filename': meshname,
+           'interior_regions': interior_regions},
+           verbose = True)
+
+domain = Domain(meshname, use_cache = True, verbose = True)
+
+basename = 'test'
+domain.set_name(basename)
+domain.set_quantities_to_be_stored(['stage', 'xmomentum', 'ymomentum'])
+domain.set_minimum_storable_height(0.01)
+
+tsunami_source = earthquake_tsunami(length=25.0,
+                                    width=5.0,
+                                    strike=0.,
+                                    depth=3.50,
+#                                    depth=3500.0,
+                                    dip=15.0,
+                                    slip=1.,
+                                    x0=0.0,
+                                    y0=0.0,
+                                    domain=domain,
+                                    verbose=True)
+
+stage0 = 1.0
+
+#sets tsunami_source to the domain
+domain.set_quantity('stage', tsunami_source)
+z2 = domain.get_quantity('stage')
+int2 = z2.get_integral()/400000.0
+#print 'integral before and after', int1, int2
+
+print 'len(z2)',len(z2)
+print 'dir(z2)',dir(z2)
+
+domain.set_quantity('elevation', -10.0, alpha = 0.1)
+
+Br = Reflective_boundary(domain)
+Bd = Dirichlet_boundary([0,0,0])
+domain.set_boundary( {'e0': Br,  'e1': Br, 'e2': Br, 'e3': Br} )
+
+import time
+
+t0 = time.time()
+
+for t in domain.evolve(yieldstep = 1, finaltime = 1): 
+    domain.write_time()
+    domain.write_boundary_statistics(tags = 'e2')
+    
+from anuga.abstract_2d_finite_volumes.util import file_function
+import numpy as num
+from pylab import plot, ion, hold,savefig
+
+'''
+#points=array([[0,0],[0,10]])
+max = 100
+skip = 1000
+
+y = 10000
+points=num.array([[0]*2]*max)
+print points
+half_max_skip=(max*skip)/2
+for i in range(max):
+    print i*skip-half_max_skip
+    points[i]=[i*skip-half_max_skip, y]
+#    print i
+'''
+interval=500
+profile_lenght= 20000
+number_points = profile_lenght/interval
+y = 10000
+points=num.array([[0]*2]*number_points)
+print points
+half_profile=profile_lenght/2
+for i in range(number_points):
+    print i*interval-half_profile
+    points[i]=[i*interval-half_profile, y]
+
+
+print "points[0,:]",points
+ion()
+print 'hello'
+
+F = file_function('test.sww', quantities = 'stage', interpolation_points=points,verbose = True,use_cache=True)
+
+print F.statistics()
+t=1
+x = 0.0
+y = 0.0
+#print F(t=1, x=5000, y=5000)
+profile=[]
+
+for i in range(number_points):
+    profile.append(F(0,point_id=i))
+    print i, F(0,point_id=i)
+print'profile', profile#,points[:,1]
+
+plot(points[:,0],profile)
+savefig("profile",dpi=300)
+
+    
+    
+
+
Index: /trunk/anuga_core/source/anuga/tsunami_source/test/test_all.py
===================================================================
--- /trunk/anuga_core/source/anuga/tsunami_source/test/test_all.py	(revision 9456)
+++ /trunk/anuga_core/source/anuga/tsunami_source/test/test_all.py	(revision 9456)
@@ -0,0 +1,83 @@
+"""Regression testing framework
+This module will search for scripts in the same directory named
+test_*.py.  Each such script should be a test suite that tests a
+module through PyUnit. This script will aggregate all
+found test suites into one big test suite and run them all at once.
+"""
+
+# Author: Mark Pilgrim
+# Modified by Ole Nielsen
+
+import unittest
+import os
+
+
+#List files that should be excluded from the testing process.
+#E.g. if they are known to fail and under development
+exclude = [] 
+
+
+def get_test_files(path):
+
+    import sys
+
+    files = os.listdir(path)
+
+    #Check sub directories
+    test_files = []
+    for file in files:
+        if os.path.isdir(file):
+            sys.path.append(file)
+            #print 'Recursing into', file
+            test_files += get_test_files(path + os.sep + file)
+        elif file[:5] == 'test_' and file[-2:] == 'py':
+            #print 'Appending', file
+            test_files.append(file)
+        else:
+            pass
+    return test_files
+
+
+
+def regressionTest():
+    import sys, os, re, unittest
+    path = os.path.split(sys.argv[0])[0] or os.getcwd()
+
+
+    files = get_test_files(path)
+
+
+
+    #test = re.compile('^test_[\w]*.py$', re.IGNORECASE)
+    #files = filter(test.search, files)
+
+
+    try:
+        files.remove(__file__)  #Remove self from list (Ver 2.3. or later)
+    except:
+        files.remove('test_all.py')
+
+    print 'Testing:'
+    for file in files:
+        print '  ' + file
+
+    if globals().has_key('exclude'):
+        for file in exclude:
+            files.remove(file)
+            print 'WARNING: File '+ file + ' excluded from testing'
+
+
+    filenameToModuleName = lambda f: os.path.splitext(f)[0]
+    #print "files",files 
+    moduleNames = map(filenameToModuleName, files)
+    #print "moduleNames",moduleNames
+    modules = map(__import__, moduleNames)
+    load = unittest.defaultTestLoader.loadTestsFromModule
+    return unittest.TestSuite(map(load, modules))
+
+################################################################################
+
+if __name__ == '__main__':   
+    suite = regressionTest()
+    runner = unittest.TextTestRunner()#verbosity=2)
+    runner.run(suite)
Index: /trunk/anuga_core/source/anuga/tsunami_source/test/test_eq.py
===================================================================
--- /trunk/anuga_core/source/anuga/tsunami_source/test/test_eq.py	(revision 9456)
+++ /trunk/anuga_core/source/anuga/tsunami_source/test/test_eq.py	(revision 9456)
@@ -0,0 +1,67 @@
+import unittest
+import numpy as num
+from eqf import earthquake_tsunami, Okada_func
+
+
+class Test_eq(unittest.TestCase):
+    def setUp(self):
+        pass
+
+    def tearDown(self):
+        pass
+
+
+    def test_Okada_func(self):
+        x0 = 38000.0
+        y0 = 12500.0
+        length = 25.0
+        width = 5.0
+        strike = 0.0
+        depth = 3500.
+        slip = 10.0
+        dip = 15.0
+        rake = 90.0
+        test = -2205.904774487
+
+        #print 'depth', depth
+        z = Okada_func(length=length, width=width, dip=dip, \
+                       x0=x0, y0=y0, strike=strike, depth=depth, \
+                       slip=slip, rake=rake, test=test)
+
+        assert num.allclose(z.length, length)
+        assert num.allclose(z.width, width)
+        assert num.allclose(z.x0, x0)
+        assert num.allclose(z.y0, y0)
+        assert num.allclose(z.strike, strike)
+        assert num.allclose(z.depth, depth)
+        assert num.allclose(z.slip, slip)
+        assert num.allclose(z.dip, dip)
+        assert num.allclose(z.rake, rake)
+
+        #print 'in test', z.test
+        assert num.allclose(z.test, -2205.904774487)
+        
+        #print 'hello finished okada'
+
+    def test_earthquake_tsunami(self):
+
+        x0 = 0.0
+        y0 = 0.0
+        length = 25.0
+        width = 5.0
+        strike = 0.0
+        depth = 3500.
+        slip = 10.0
+        dip = 15.0
+        
+        eq = earthquake_tsunami(length=length, width = width, depth=depth, \
+                                strike = strike, dip = dip, slip = slip, \
+                                x0 = x0, y0 = y0)
+
+#-------------------------------------------------------------
+
+if __name__ == "__main__":
+    suite = unittest.makeSuite(Test_eq,'test_Okada_func')
+    runner = unittest.TextTestRunner()
+    runner.run(suite)
+
Index: /trunk/anuga_core/source/anuga/tsunami_source/test/test_smf.py
===================================================================
--- /trunk/anuga_core/source/anuga/tsunami_source/test/test_smf.py	(revision 9456)
+++ /trunk/anuga_core/source/anuga/tsunami_source/test/test_smf.py	(revision 9456)
@@ -0,0 +1,139 @@
+import unittest
+import numpy as num
+from smf import slide_tsunami, slump_tsunami, Double_gaussian
+from shallow_water_domain import Domain
+
+class Test_smf(unittest.TestCase):
+    def setUp(self):
+        pass
+
+    def tearDown(self):
+        pass
+
+
+    def test_Double_gaussian(self):
+        a3D = 5.6
+        wavelength = 10.2
+        width = 6.6
+        x0 = 0.0
+        y0 = 0.0
+        alpha = 0.0
+        kappa = 3.0
+        kappad = 0.8
+        dx = 0.5
+        zsmall = 0.01
+        scale = 1.0
+
+        dg = Double_gaussian(a3D, wavelength, width, \
+                             x0, y0, alpha, \
+                             kappa, kappad, zsmall, dx, scale)
+
+        assert num.allclose(dg.a3D, a3D)
+        assert num.allclose(dg.wavelength, wavelength)
+        assert num.allclose(dg.width, width)
+        assert num.allclose(dg.x0, x0)
+        assert num.allclose(dg.y0, y0)
+        assert num.allclose(dg.alpha, alpha)
+        assert num.allclose(dg.kappa, kappa)
+        assert num.allclose(dg.kappad, kappad)
+        assert num.allclose(dg.dx, dx)
+
+    
+    def test_slide_tsunami(self):
+
+        len = 600.0
+        dep = 150.0
+        th = 9.0
+        thk = 15.0
+        wid = 340.0
+        kappa = 3.0
+        kappad = 0.8
+        x0 = 100000.
+
+        slide = slide_tsunami(length=len, depth=dep, slope=th, x0=x0, \
+                              width = wid, thickness=thk, kappa=kappa, kappad=kappad, \
+                              verbose=False)
+
+        assert num.allclose(slide.a3D, 0.07775819)
+        assert num.allclose(slide.wavelength, 2938.66695708)
+        assert num.allclose(slide.width, 340.0)
+        assert num.allclose(slide.y0, 0.0)
+        assert num.allclose(slide.alpha, 0.0)
+
+
+    def test_slump_tsunami(self):
+
+        length = 4500.0
+        thk = 760.0
+        wid = 4500.0
+        dep = 1200.0
+        rad = 3330
+        dp = 0.23
+        th = 12
+        alpha = 0.0
+        x0 = 0
+        y0 = 0
+        gamma = 1.85
+
+        slump = slump_tsunami(length, dep, th, wid, thk, rad, dp, x0, y0, alpha, gamma, scale=1.0)
+
+        assert num.allclose(slump.a3D, 9.82538623)
+        assert num.allclose(slump.wavelength, 3660.37606554)
+        assert num.allclose(slump.width, 4500.0)
+        assert num.allclose(slump.x0, 0.0)
+        assert num.allclose(slump.y0, 0.0)
+        assert num.allclose(slump.alpha, 0.0)
+        assert num.allclose(slump.kappa, 3.0)
+        assert num.allclose(slump.kappad, 1.0)
+
+    def test_slide_tsunami_domain(self):
+
+        length = 600.0
+        dep = 150.0
+        th = 9.0
+        thk = 15.0
+        wid = 340.0
+        kappa = 3.0
+        kappad = 0.8
+        x0 = 100000.
+        y0 = x0
+        
+        from anuga.pmesh.mesh_interface import create_mesh_from_regions
+        polygon = [[0,0],[200000,0],[200000,200000],[0,200000]]
+        create_mesh_from_regions(polygon,
+                                 {'e0': [0], 'e1': [1], 'e2': [2], 'e3': [3]},
+                                 maximum_triangle_area=5000000000,
+                                 filename='test.msh',
+                                 verbose = False)
+
+        domain = Domain('test.msh', use_cache = True, verbose = False)
+
+        slide = slide_tsunami(length, dep, th, x0, y0, \
+                              wid, thk, kappa, kappad, \
+                              domain=domain,verbose=False)
+
+        domain.set_quantity('stage', slide)
+        stage = domain.get_quantity('stage')
+        w = stage.get_values()
+
+##        check = [[-0.0 -0.0 -0.0],
+##                 [-.189709745 -517.877716 -0.0],
+##                 [-0.0 -0.0 -2.7695931e-08],
+##                 [-0.0 -2.7695931e-08 -1.897097e-01]
+##                 [-0.0 -517.877716 -0.0],
+##                 [-0.0 -0.0 -0.0],
+##                 [-0.0 -0.0 -0.0],
+##                 [-0.0 -0.0 -0.0]]
+
+        assert num.allclose(num.min(w), -517.877771593)
+        assert num.allclose(num.max(w), 0.0)
+        assert num.allclose(slide.a3D, 518.38797486)
+
+
+#-------------------------------------------------------------
+
+if __name__ == "__main__":
+    suite = unittest.makeSuite(Test_smf,'test')
+    runner = unittest.TextTestRunner()
+    runner.run(suite)
+
Index: /trunk/anuga_core/source/anuga/tsunami_source/test/test_tsunami_okada.py
===================================================================
--- /trunk/anuga_core/source/anuga/tsunami_source/test/test_tsunami_okada.py	(revision 9456)
+++ /trunk/anuga_core/source/anuga/tsunami_source/test/test_tsunami_okada.py	(revision 9456)
@@ -0,0 +1,302 @@
+import unittest
+import numpy as num
+from tsunami_okada import earthquake_tsunami,Okada_func
+from anuga.shallow_water.shallow_water_domain import Domain
+
+class Test_eq(unittest.TestCase):
+    def setUp(self):
+        pass
+
+    def tearDown(self):
+        pass
+
+
+    def test_Okada_func(self):
+        from os import sep, getenv
+        import sys
+        from anuga.abstract_2d_finite_volumes.mesh_factory \
+        import rectangular_cross
+
+        from anuga.abstract_2d_finite_volumes.quantity import Quantity
+        from anuga.utilities.system_tools import get_pathname_from_package
+        """
+        Pick the test you want to do; T= 0 test a point source,
+        T= 1  test single rectangular source, T= 2 test multiple
+        rectangular sources
+        """
+        # Get path where this test is run
+        path = get_pathname_from_package('anuga.shallow_water')
+        
+        # Choose what test to proceed
+        T = 1
+        
+
+        if T==0:
+            # Fortran output file            
+            filename = path+sep+'fullokada_SP.txt'
+            
+            # Initial condition of earthquake for multiple source
+            x0 = 7000.0
+            y0 = 10000.0
+            length = 0
+            width =0
+            strike = 0.0
+            depth = 15.0
+            slip = 10.0
+            dip =15.0
+            rake =90.0
+            ns=1
+            NSMAX=1
+        elif T==1:
+            # Fortran output file        
+            filename = path+sep+'fullokada_SS.txt'
+            
+            # Initial condition of earthquake for multiple source
+            x0 = 7000.0
+            y0 = 10000.0
+            length = 10.0
+            width =6.0
+            strike = 0.0
+            depth = 15.0
+            slip = 10.0
+            dip =15.0
+            rake =90.0
+            ns=1
+            NSMAX=1
+            
+        elif T==2:
+
+            # Fortran output file
+            filename = path+sep+'fullokada_MS.txt'
+            
+            # Initial condition of earthquake for multiple source
+            x0 = [7000.0,10000.0]
+            y0 = [10000.0,7000.0]
+            length = [10.0,10.0]
+            width =[6.0,6.0]
+            strike = [0.0,0.0]
+            depth = [15.0,15.0]
+            slip = [10.0,10.0]
+            dip = [15.0,15.0]
+            rake = [90.0,90.0]
+            ns=2
+            NSMAX=2
+
+
+
+        # Get output file from original okada fortran script.
+        # Vertical displacement is listed under tmp.
+        polyline_file=open(filename,'r')
+        lines=polyline_file.readlines()
+        polyline_file.close()
+        tmp=[]
+        stage=[]
+        for line in lines [0:]:
+            field = line.split('    ')
+            z=float(field[2])
+            tmp.append(z)
+
+        
+
+                
+        #create domain 
+        dx = dy = 4000
+        l=100000
+        w=100000
+        #create topography
+        def topography(x,y):
+            el=-1000
+            return el
+
+        #print int(l/dx)
+        #print int(w/dy)
+        points, vertices, boundary = rectangular_cross(int(l/dx), int(w/dy),
+                                               len1=l, len2=w)
+        domain = Domain(points, vertices, boundary)   
+        domain.set_name('test')
+        domain.set_quantity('elevation',topography)
+        
+        #create variable with elevation data to implement in okada
+        zrec0 = Quantity(domain)
+        zrec0.set_values(0.0)
+        zrec=zrec0.get_vertex_values(xy=True)
+        # call okada
+        Ts= Okada_func(ns=ns, NSMAX=NSMAX,length=length, width=width, dip=dip, \
+                       x0=x0, y0=y0, strike=strike, depth=depth, \
+                       slip=slip, rake=rake,zrec=zrec)
+
+        #create a variable to store vertical displacement throughout the domain
+        tsunami = Quantity(domain)
+        tsunami.set_values(Ts)
+
+        # get vertical displacement at each point of the domain respecting
+        # original script's order
+        interpolation_points=[]
+        k=0.0
+        for i in range(0,6):
+            for j in range(0,6):
+                p=j*4000
+                Yt=p
+                Xt=k
+                interpolation_points.append([Xt, Yt])
+
+            k=k+4000
+        Z=tsunami.get_values(interpolation_points=interpolation_points,
+                             location='edges')
+
+        stage = -Z # FIXME(Ole): Why the sign flip?
+                   # Displacement in fortran code is looking downward
+        #print tmp
+        #print 'hello',stage
+        assert num.allclose(stage,tmp,atol=1.e-3)
+        
+    def test_earthquake_tsunami(self):
+        from os import sep, getenv
+        import sys
+        from anuga.abstract_2d_finite_volumes.mesh_factory \
+                        import rectangular_cross
+        from anuga.abstract_2d_finite_volumes.quantity import Quantity
+        from anuga.utilities.system_tools import get_pathname_from_package
+        """
+        Pick the test you want to do; T= 0 test a point source,
+        T= 1  test single rectangular source, T= 2 test multiple
+        rectangular sources
+        """
+
+        # Get path where this test is run
+        path= get_pathname_from_package('anuga.shallow_water')
+        
+        # Choose what test to proceed
+        T=1
+
+        if T==0:
+            # Fortran output file
+            filename = path+sep+'fullokada_SP.txt'
+            
+            # Initial condition of earthquake for multiple source
+            x0 = 7000.0
+            y0 = 10000.0
+            length = 0
+            width =0
+            strike = 0.0
+            depth = 15.0
+            slip = 10.0
+            dip =15.0
+            rake =90.0
+            ns=1
+            NSMAX=1
+        elif T==1:
+            # Fortran output file
+            filename = path+sep+'fullokada_SS.txt'
+            
+            # Initial condition of earthquake for multiple source
+            x0 = 7000.0
+            y0 = 10000.0
+            length = 10.0
+            width =6.0
+            strike = 0.0
+            depth = 15.0
+            slip = 10.0
+            dip =15.0
+            rake =90.0
+            ns=1
+            NSMAX=1
+            
+        elif T==2:
+
+            # Fortran output file
+            filename = path+sep+'fullokada_MS.txt'
+            
+            # Initial condition of earthquake for multiple source
+            x0 = [7000.0,10000.0]
+            y0 = [10000.0,7000.0]
+            length = [10.0,10.0]
+            width =[6.0,6.0]
+            strike = [0.0,0.0]
+            depth = [15.0,15.0]
+            slip = [10.0,10.0]
+            dip = [15.0,15.0]
+            rake = [90.0,90.0]
+            ns=2
+            NSMAX=2
+
+
+
+        # Get output file from original okada fortran script.
+        # Vertical displacement is listed under tmp.
+        polyline_file=open(filename,'r')
+        lines=polyline_file.readlines()
+        polyline_file.close()
+        tmp=[]
+        stage=[]
+        for line in lines [0:]:
+            field = line.split('    ')
+            z=float(field[2])
+            tmp.append(z)
+
+         
+        # Create domain 
+        dx = dy = 4000
+        l=20000
+        w=20000
+        
+        # Create topography
+        def topography(x,y):
+            el=-1000
+            return el
+        
+        points, vertices, boundary = rectangular_cross(int(l/dx), int(w/dy),
+                                               len1=l, len2=w)
+        domain = Domain(points, vertices, boundary)   
+        domain.set_name('test')
+        domain.set_quantity('elevation',topography)
+        Ts = earthquake_tsunami(ns=ns,NSMAX=NSMAX,length=length, width=width, strike=strike,\
+                                depth=depth,dip=dip, xi=x0, yi=y0,z0=0, slip=slip, rake=rake,\
+                                domain=domain, verbose=False)
+        
+        # Create a variable to store vertical displacement throughout the domain
+        tsunami = Quantity(domain)
+        tsunami.set_values(Ts)
+        interpolation_points=[]
+
+        #k=0.0
+        #for i in range(0,6):
+        #    for j in range(0,6):
+        #        p=j*4000
+        #        Yt=p
+        #        Xt=k
+        #        Z=tsunami.get_values(interpolation_points=[[Xt,Yt]]
+        #                             ,location='edges')
+        #        stage.append(-Z[0])
+        #    k=k+4000
+        #
+        #assert allclose(stage,tmp,atol=1.e-3)
+
+        # Here's a faster way - try that in the first test
+        interpolation_points=[]
+        k=0.0
+        for i in range(0,6):
+            for j in range(0,6):
+                p=j*4000
+                Yt=p
+                Xt=k
+                interpolation_points.append([Xt, Yt])
+
+            k=k+4000
+        Z=tsunami.get_values(interpolation_points=interpolation_points,
+                             location='edges')
+
+        stage = -Z # FIXME(Ole): Why the sign flip?
+                   # Displacement in fortran code is looking downward
+        #print 'c est fini'
+        #print tmp
+        #print 'hello',stage   
+        assert num.allclose(stage,tmp,atol=1.e-3)
+
+#-------------------------------------------------------------
+
+if __name__ == "__main__":
+    suite = unittest.makeSuite(Test_eq,'test')
+    runner = unittest.TextTestRunner()
+    runner.run(suite)
+
