TITLE01              Example 1  - Dirty River Reaches DO/BOD/TEMP only
TITLE02              
TITLE03  NO          CONSERVATIVE MINERAL I
TITLE04  NO          CONSERVATIVE MINERAL II
TITLE05  NO          CONSERVATIVE MINERAL III
TITLE06  YES         TEMPERATURE
TITLE07  YES         5-DAY BIOCHEMICAL OXYGEN DEMAND
TITLE08  NO          ALGAE AS CHL-A IN UG/L
TITLE09  NO          PHOSPHORUS CYCLE AS P IN MG/L
TITLE10                (ORGANIC-P; DISSOLVED-P)
TITLE11  NO          NITROGEN CYCLE AS N IN MG/L
TITLE12                (ORGANIC-N; AMMONIA-N; NITRITE-N;' NITRATE-N)
TITLE13  YES         DISSOLVED OXYGEN IN MG/L
TITLE14  NO          FECAL COLIFORM IN NO./100 ML
TITLE15  NO          ARBITRARY NON-CONSERVATIVE
ENDTITLE
LIST DATA INPUT
NO WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAP CHANNELS
PRINT LCD/SOLAR DATA
PLOT DO AND BOD DATA
FIXED DNSTM CONC (YES=1)=        0.          5D-ULT BOD CONV K COEF  =      0.25
INPUT METRIC            =        1.          OUTPUT METRIC           =        1.
NUMBER OF REACHES       =         6          NUMBER OF JUNCTIONS     =         2
NUM OF HEADWATERS       =         3          NUMBER OF POINT LOADS   =         2
TIME STEP (HOURS)       =         0          LNTH. COMP. ELEMENT (DX)=      1.00
MAXIMUM ROUTE TIME (HRS)=       30.          TIME INC. FOR RPT2 (HRS)=         0
LATITUDE OF BASIN (DEG) =      42.5          LONGITUDE OF BASIN (DEG)=      83.3
STANDARD MARIDIAN (DEG) =       75.          DAY OF YEAR START TIME  =      196.
EVAP. COEF.,(AE)        =         0          EVAP. COEF.,(BE)        =   5.55e-6
ELEV. OF BASIN (ELEV)   =       150          DUST ATTENUATION COEF.  =      0.13
ENDATA1
ENDATA1A
THETA    BOD DECA    1.047
THETA    BOD SETT    1.024
THETA    OXY TRAN   1.0159
THETA    SOD RATE    1.060
ENDATA1B
STREAM REACH      1.RCH=     DIRTY RIVER   FROM          46.    TO           30.
STREAM REACH      2.RCH=     CLEAR CREEK   FROM          15.    TO           10.
STREAM REACH      3.RCH=        BULL RUN   FROM           2.    TO             0
STREAM REACH      4.RCH=      GREEN POND   FROM          10.    TO            4.
STREAM REACH      5.RCH=       BELOW DAM   FROM           4.    TO             0
STREAM REACH      6.RCH=     DIRTY RIVER   FROM          30.    TO           18.
ENDATA2
ENDATA3
FLAG FIELD RCH=   1.       16.          1.2.2.2.6.2.2.2.2.2.2.2.2.2.2.3.
FLAG FIELD RCH=   2.        5.          1.2.2.2.3.
FLAG FIELD RCH=   3.        2.          1.2.
FLAG FIELD RCH=   4.        6.          4.2.2.2.2.2.
FLAG FIELD RCH=   5.        4.          2.2.2.2.
FLAG FIELD RCH=   6.       12.          4.2.2.2.2.7.2.2.2.2.2.5.
ENDATA4
HYDRAULICS RCH=   1.       60.       .25       .30       .44       .55       .04
HYDRAULICS RCH=   2.       60.       .38       .37       .51       .61       .04
HYDRAULICS RCH=   3.      120.       .28       .35       .48       .58       .04
HYDRAULICS RCH=   4.     6000.      .065       .95       1.1       .05       .04
HYDRAULICS RCH=   5.      200.       .38       .37       .51       .61       .04
HYDRAULICS RCH=   6.      400.       .22       .33       .43      0.38       .04
ENDATA5
REACT COEF RCH=   1.     0.6       0     0.5  5.       0       0       0
REACT COEF RCH=   2.     0.6       0       0  3.       0       0       0
REACT COEF RCH=   3.     0.6       0       0  3.       0       0       0
REACT COEF RCH=   4.     0.6     0.1      1.  3.       0       0       0
REACT COEF RCH=   5.     0.6       0       0  3.       0       0       0
REACT COEF RCH=   6.     0.6       0     0.5  5.       0       0       0
ENDATA6
ENDATA6A
ENDATA6B
INITIAL COND-1 RCH=   1.    20.      0      0      0      0      0      0      0
INITIAL COND-1 RCH=   2.    20.      0      0      0      0      0      0      0
INITIAL COND-1 RCH=   3.    20.      0      0      0      0      0      0      0
INITIAL COND-1 RCH=   4.    20.      0      0      0      0      0      0      0
INITIAL COND-1 RCH=   5.    20.      0      0      0      0      0      0      0
INITIAL COND-1 RCH=   6.    20.      0      0      0      0      0      0      0
ENDATA7
ENDATA7A
INCR INFLOW-1  RCH=   1.  0.261    18.    1.   20.     0     0     0     0     0
INCR INFLOW-1  RCH=   2.  0.008    18.    1.    5.     0     0     0     0     0
INCR INFLOW-1  RCH=   3.  0.003    18.    1.    5.     0     0     0     0     0
INCR INFLOW-1  RCH=   4.  0.015    18.    1.    5.     0     0     0     0     0
INCR INFLOW-1  RCH=   5.  0.015    18.    1.    5.     0     0     0     0     0
INCR INFLOW-1  RCH=   6.  0.108    18.    1.   50.     0     0     0     0     0
ENDATA8
ENDATA8A
STREAM JUNCTION         1     JNC=               1        21        24        23
STREAM JUNCTION         2     JNC=               2        16        34        33
ENDATA9
HEADWTR-1 HDW=  1.0     DIRTY RIVER      0.5   22.   8.3   1.7     0     0     0
HEADWTR-1 HDW=  2.0     CLEAR CREEK     0.38   15.     0    2.     0     0     0
HEADWTR-1 HDW=  3.0        BULL RUN     0.14   21.    5.   20.     0     0     0
ENDATA10
ENDATA10A
POINTLD-1 PTL=    1RIVR CTY STP    0    0.48   25.    4.   45.     0     0     0
POINTLD-1 PTL=    2   DIVERSION    0    -0.5   25.     0     0     0     0     0
ENDATA11
ENDATA11A
DAM DATA      DAM=     1    5.    1.  1.25   1.1    1.    3.
ENDATA12
ENDATA13
ENDATA13A
LOCAL CLIMATOLOGY            0         0     .25     25.     20.    980.     2.5
BEGIN  RCH    1
PLOT   RCH    1    0    0    0    0    6
BEGIN  RCH    2
PLOT   RCH    0    2    0    4    5
