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                               Scoops3D
          3D Slope Stability Throughout a Digital Landscape
                        U.S. Geological Survey
                             Version: 1.0                                               
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This file: G_emb10single_output/G_emb10single_out.txt                                                                                                                                                                                  

Start date and time: 03/13/2015  17:04:31
Description: Scoops3D example G (Donald and Giam example1a) homogeneous material properties                                          

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I. INPUT FILES:
  DEM file: input/emb10DEM.asc                                                                                                                                                                                                          
  Main parameter input file: G_emb10single.scp                                                                                                                                                                                       

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II. SIMULATION PARAMETERS:
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DEM
Input file for topography: input/emb10DEM.asc                                                                                                                                                                                                          
  Dimensions of DEM grid (x,y):                                      102   101
  Number of cells in DEM grid:                                           10302
  Number of non-null cells in DEM grid:                                  10302
  Horizontal resolution of DEM grid (m ):                                 0.50
  Minimum elevation of DEM (m ):                                        25.000
  Maximum elevation of DEM (m ):                                        35.000
  xllcorner and yllcorner (m ):                           0.000          0.000
------------
UNIT DESCRIPTORS (used for labels in output files)
lengthunits   ceeunits    gammaunits
     m          kPa         kN/m^3  
------------
MATERIAL PROPERTIES
Property method:                                                         layer
Number of layers (nmat):                                                     1
                      total unit wt.  
lnum    cee     phi      gamt  
        kPa             kN/m^3  
  1      3.00  19.600   20.000 
------------
GROUNDWATER CONFIGURATION
Groundwater method (water):                                               None
------------
EARTHQUAKE LOADING
Horizontal pseudo-acceleration coefficient (dimensionless)(eq):          0.000
------------
LIMIT-EQUILIBRIUM METHOD
Analysis method (method):                                               Bishop
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SEARCH METHOD (srch)                                                    single
         xcen(m )        ycen(m )   zcen(m )  radius(m )
         10.2500         25.2500   54.0000    28.96170
 
Slip direction, relative to lattice,
       if >|360| then uses estimated fall line (angle):               365.0000
------------
ADDITIONAL OUTPUT FILES AND PARAMETERS
Create new DEM file (remove):                                                M
   (surface with minimum F<foscut removed)
F cutoff for removing material from new DEM (foscut):                1.000E+01

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III. OUTPUT FILES GENERATED: 

     LOCATION FOR OUTPUT FILES:
          G_emb10single_output/                                                                                                                                                                                   

      G_emb10single_out.txt
      G_emb10single_errors_out.txt
      G_emb10single_slope_out.asc
        Range: [    0.0000,   26.5651]
      G_emb10single_fos3d_out.asc
        Range: [    1.0401,    1.0401]
      G_emb10single_ordfos3d_out.asc
        Range: [    1.0094,    1.0094]
      G_emb10single_spheres_out.okc

     Optional files generated:
      G_emb10single_newDEM_out.asc
        Range: [    25.0000,    35.0000]

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IV. RESULTS:
F < foscut found and newDEM_out file created?                              yes
------------
3D POTENTIAL FAILURE
Bishop's 3D factor of safety:                                           1.0401
Ordinary 3D factor of safety:                                           1.0094
Volume (m ^3):                                                     7.87836E+02
Horizontal surface area (m ^2):                                    4.49589E+02
Slip surface area (m ^2):                                          5.23736E+02
Weight (kg):                                                       1.57567E+04
Number of active columns:                                                 1847
        x-center         y-center          z-center     radius
         10.2500           25.2500           54.0000   2.89617E+01
Slip direction, relative to search lattice:                           180.0000

Associated 2D potential failure:
Bishop's 2D factor of safety:                                           0.9895
Cross-sectional area ( m ^2):                                      5.10620E+01
Horizontal length ( m ):                                           2.19487E+01
Arc length ( m ):                                                  2.48579E+01
Number of active columns:                                                   45
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End date and time: 03/13/2015  17:04:31
