File: /geodata/weppcloud_runs/lt_202012_54_Sierra_Creek_ModSev/dem/topaz/NETW.TAB
 TOPAZ SOFTWARE : TOPAZ PARAMETERIZATION SOFTWARE SYSTEM                       
 PROGRAM DEDNM : DIGITAL ELEVATION DRAINAGE NETWORK MODEL PROGRAM              
                 VERSION 3.10, APRIL 1999                                      

 J. GARBRECHT, USDA-ARS, EL RENO, OKLAHOMA, USA.                               
 L. MARTZ, UNIVERSITY OF SASKATCHEWAN, SASKATOON, CANADA.                      


 TITLE OF CURRENT TOPAZ APPLICATION:

  DATE: 23 AUGUST 1999     WEPP WEB INTERFACE   DEDNM VERSION 3.1              
  APPLICATION FOR TESTING AND VERIFICATION WEPP WEB GIS; INPUT FILE            
  TESTING AND CALIBRATION.                                                     



 TABLE OF RASTER-NETWORK CHANNEL LINK INFORMATION AS COMPUTED BY PROGRAM DEDNM


 CHAN. CHANNEL      COORDINATES           CHANNEL    TERRAIN           UPSTREAM AREA FLOWING         DIRECT             NODE INDEX                 SLOPE * 1000
 CNTR  ORDER  UPSTREAM     DOWNSTREAM     LENGTH   ELEVATION IN        INTO FOLLOWING NODES         DRAINAGE              (MULTIPLE NODES)
                        PREV.     LAST   IN # CELL    METERS         UPSTR.    DWSTR.-1    DWSTR.     AREA         I------------------------I    DIRECT    SMOOTHED
  #      #  ROW  COL  ROW  COL  ROW  COL  WIDTHS   UPSTR. DWSTR.         [ALL AREAS IN NUMBER OF CELLS]       1    2    3    4    5    6    7
--------------------------------------------------------------------------------------------------------------------------------------------------------------------
    1    2    3   4    5    6    7    8       9      10     11         12         13        14        15     16    17   18   19   20   21   22       23       24
--------------------------------------------------------------------------------------------------------------------------------------------------------------------

    1    1  173  318  175  328  175  329     11.83 1949.0 1905.4       105        150      2505        46     18    0    0    0    0    0    0    -1.000    -1.000
    2    1  188  307  190  309  191  310      4.24 1968.0 1939.4        58         64       422         7     17    0    0    0    0    0    0    -1.000    -1.000
    3    1  192  298  192  306  192  307      9.00 2011.9 1953.2        80        150       305        71     16    0    0    0    0    0    0    -1.000    -1.000
    4    1  195  287  193  306  192  307     22.07 2094.1 1953.2        57        150       305        94     15    0    0    0    0    0    0    -1.000    -1.000
    5    1  201  310  195  309  194  309      8.24 1973.9 1941.5        57         99      1547        43      5    0    0    0    0    0    0    -1.000    -1.000
    6    1  213  274  208  287  207  288     17.07 2175.8 2080.2        79        240       856       162     12    0    0    0    0    0    0    -1.000    -1.000
    7    1  220  289  204  301  203  302     22.97 2152.5 2013.4        63        324      1346       262      7    0    0    0    0    0    0    -1.000    -1.000
    8    1  230  270  210  286  209  287     28.04 2295.3 2086.5        68        297       596       230     11    0    0    0    0    0    0    -1.000    -1.000
    9    1  230  276  210  287  209  287     25.56 2264.4 2086.5        67        297       596       231     10    0    0    0    0    0    0    -1.000    -1.000
   10    2  192  307  191  309  191  310      3.41 1953.2 1939.4       305        312       422        11     14    0    0    0    0    0    0    -1.000    -1.000
   11    2  191  310  191  310  192  311      1.41 1939.4 1939.1       422        422      1997        45     13    0    0    0    0    0    0    -1.000    -1.000
   12    2  209  287  208  288  207  288      2.41 2086.5 2080.2       596        612       856        17      9    0    0    0    0    0    0    -1.000    -1.000
   13    2  207  288  203  301  203  302     17.31 2080.2 2013.4       856       1020      1346       167      8    0    0    0    0    0    0    -1.000    -1.000
   14    2  203  302  195  308  194  309     11.90 2013.4 1941.5      1346       1444      1547        99      6    0    0    0    0    0    0    -1.000    -1.000
   15    2  194  309  193  310  192  311      2.83 1941.5 1939.1      1547       1561      1997        17      4    0    0    0    0    0    0    -1.000    -1.000
   16    3  192  311  176  328  175  329     25.63 1939.1 1905.4      1997       2349      2505       365      3    0    0    0    0    0    0    -1.000    -1.000
   17    3  175  329  175  332  175  333      6.24 1905.4 1897.6      2505       2516      2516        16      2    0    0    0    0    0    0    -1.000    -1.000
   18    3  175  333  175  333  175  333      0.00 1897.6 1897.6      2516       2516      2516         0      1    0    0    0    0    0    0    -1.000    -1.000
   -1

 ** NOTES **

 - COLUMNS 1 THROUGH 22 ARE COMPUTED BY PROGRAM DEDNM;
   COLUMNS 23 AND 24 ARE COMPUTED BY PROGRAM PARAM.

 - FOR COMPLEX JUNCTION NODES THE CHANNEL LINK INFORMATION
   RELATES TO THE FIRST NODE NUMBER ONLY.

 - BECAUSE THE NETWORK MAY CONTAIN COMPLEX JUNCTIONS, THE NUMBER OF CHANNEL
   LINKS MAY BE SMALLER THAN THE THEORETICALLY EXPECTED NUMBER BASED ON
   THE COUNT OF SOURCE NODES.

 - THE LAST LINE OF DATA DOES NOT REPRESENT A CHANNEL LINK.  IT REPRESENTS
   THE WATERSHED OUTLET CELL.

 - ELEVATION VALUES ARE REPORTED TO THE NEAREST DECIMETER.

 - THE THREE DRAINAGE AREA COLUMNS UNDER THE HEADING OF UPSTREAM AREA DO NOT
   INCLUDE THE AREA OF THE CURRENT CELL ITSELF.  THEY INCLUDE ALL (CHANNEL
   AND OVERLAND) INFLOWS FLOWING INTO THE CURRENT CELL.  THIS LAST COMMENT
   IS PARTICULARLY RELEVANT FOR THE COLUMN LABELED *UPSTR.*.

 - THE DIRECT DRAINAGE AREA IS ALL OVERLAND AREA FLOWING DIRECTLY INTO A
   CHANNEL LINK.  THIS DOES NOT INCLUDE UPSTREAM CHANNEL INFLOW, BUT IT DOES
   INCLUDE UPSTREAM OVERLAND INFLOW INTO THE FIRST CELL OF A CHANNEL LINK.
   ALSO, THE DIRECT DRAINAGE AREA FOR FIRST ORDER CHANNELS DOES NOT
   INCLUDE THE DRAINAGE AREA FLOWING INTO THE CHANNEL SOURCE NODE OR CELL.
   THIS SOURCE DRAINAGE AREA IS GIVEN FOR FIRST ORDER CHANNELS BY THE COLUMN
   LABELED *UPSTR.*.

 - THE DIRECT DRAINAGE AREA INTO THE OUTLET CELL, AS WELL AS THE AREA OF THE
   OUTLET CELL ITSELF, ARE ACCOUNTED FOR IN THE LAST CHANNEL LINK (PREVIOUS
   TO LAST DATA LINE).
   AS A RESULT, THE VALUE OF THE DIRECT DRAINAGE AREA OF THE LAST CHANNEL
   LINK INCLUDES, IN ADDITION TO ITS OWN DIRECT DRAINAGE AREA, THE DIRECT
   DRAINAGE AREA INTO THE OUTLET CELL, AS WELL AS THE AREA OF THE OUTLET
   CELL ITSELF.  THIS NECESSITATES THAT THE UPSTREAM AREA LABELED
   "DWSTR.-1" OF THE LAST CHANNEL LINK ALSO INCLUDES THE DIRECT DRAINAGE
   AREA OF THE OUTLET CELL, AS WELL AS THE AREA OF THE OUTLET CELL ITSELF.

 - VALUE OF -1 INDICATES TERM NOT APPLICABLE.

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