*
*       <<<<<<<<  SWMM 4.4 STORAGE/TREATMENT DATA FILE >>>>>>>>>
*
*  This file last updated 4/99 by CIM of CDM.
*
*       This is an input data file to the SWMM 4.4 Storage/Treatment
*       (STRT) Block for modeling water quantity and quality.  All lines
*       with an asterisk in column 1 are comment lines and are ignored
*       by the program.
*
*       Input data are free format and may be up to 230 columns wide.
*       You must have a value for every data column even if the program
*       will not actually use a given value.  Alternatively, a slash (/)
*       may be used to indicate that remaining input values on a line
*       will be treated as "no data entry" or null-input.  This almost
*       always means these parameters will equal zero.  There must be
*       at least one space or comma between every input value.
*       Alphanumeric data should be enclosed in single quotes.
*
*       Caution!  Data lines that are "wrapped around" (continued on
*       two or more lines) should have a blank in column 1, unless a
*       card identifier is needed.
*
*       SWMM uses both U.S. customary units and metric units.  The
*       examples use feet, cfs, acres, inches and inches/hour.  If metric
*       is specified substitute meters, cms, hectares, millimeters and
*       millimeters/hour.  In the Storage/Treatment Block, if metric
*       units are specified, internal calculations are also done in
*       metric units.
*============================================================================
*	The SW card sets up the interface files to be used or created.
*	There is one output file (#9) which will contain the time series
*       of flows and pollutant loads for subsequent blocks.
*============================================================================
*  NBLOCK  JIN(1)  JOUT(1)
SW    1      8       9
*============================================================================
*   The MM card opens the scratch files to be used by different subroutines.
*   A certain number (1 for STORAGE/TREATMENT) may be required for each block.
*============================================================================
*  NITCH  NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5) NSCRAT(6) NSCRAT(7)
MM   7       1         2          3        10         11        12       13
*============================================================================
*  NOTE: This file requires interface file TRANS1.DNT. This must either
*  be supplied or else generated as explained in GRAPH.DOC file.
*  (That is, first run SWDAT1.DAT.)
*  This example may be run without an interface file by setting NOTAPE = 1
*  in data group B1.
*============================================================================
*     The @ command is used to permanently save an interface or
*     scratch file.  This line should be placed before the first SWMM
*     block call.  The format of the @ command is as follows:
*============================================================================
*Column 1    Unit number of the       Name of the interface
*            interface file saved     file (any valid DOS filename)
*            or utilized
*
@             8                       'TRANS1.DNT'
***           9                       'STRT1.INT'
*============================================================================
$STORAGE      Call the STORAGE/TREATMENT block with a '$' in first column.
*============================================================================
*   Note: the input data below are essentially the same as found in
*   file SWDAT1.DAT and correspond to old Lancaster, PA, Stevens Avenue
*   example from past SWMM releases.
*============================================================================
*	Create title lines for the simulation.  There are two title lines
*       for the STRT Block.  Titles are enclosed in single quotes.
*============================================================================
*	A1 Line       :
*          TITLE2     :  Two lines with heading to be printed on output.
*============================================================================
A1  'Example Storage/Treatment Model, Lancaster, PA'
A1  'Connect to old Stevens Avenue interface file from SWDAT1.DAT'
*============================================================================
*	The 'B1' line is for control purposes.
*============================================================================
*	B1 Line       :
*          NOTAPE     :  Input data source
*                        = 0, Input is from an external input file,
*                        = 1, Input is supplied in Group J1,
*                        = 2, Input is from an external input file
*                             and Group J1.
*          JNS        :  External element number from the external
*                        block (e.g., JN, Group H1, in Transport Block)
*                        which routes flow to the S/T Block.  If
*                        NOTAPE = 1, the value of JNS is placed on
*                        the output file.
*          NDT        :  Total number of simulation time steps.
*          DS         :  Size of time step, seconds.  Required
*                        only if NOTAPE = 1.  Superseded by value from
*                        input interface file.
*          NU         :  Number of storage/treatment units (Maximum = is
*                        controlled by MSTU).
*          NP         :  Number of pollutants routed (Maximum is controlled by
*                        MQUAL parameter when program is compile).
*         ICOST       :  Cost calculations performed?
*                        = 0, No
*                        = 1, Yes
*         METRIC      :  Metric input-output.
*                        = 0, Use U.S. customary units
*                        = 1, Use metric units.
*                             Metric input indicated in brackets [].
*          SAREA      :  Service area, acres [ha].  Required if NOTAPE = 1.
*                        Supplied from interface file if NOTAPE = 0 or 2
*                        (but still supply at least a zero for this
*                        last parameter!).
*============================================================================
*  NOTAPE  JNS  NDT     DS    NU    NP   ICOST  METRIC  SAREA
B1    2     50  50    60.0    1     1      1    0      165.0
*============================================================================
*       The C1 line defines the starting and ending date and time.
*============================================================================
*	C1 Line       :
*          IDATE      :  Date at beginning of simulation
*                       (8 digit number; year, month, day --
*                        e.g. March 10, 1979 = 19790310)
*                        If year is 2 digit, then assumes 1900.
*          TIME       :  Time at beginning of simulation
*                        (24 hour clock, e.g., 5:30 p.m. = 17.5)
*          ISUM       :  Summary print control parameter
*                        = 0, Print a summary at the end of
*                             the simulation only
*                        = 1, Print an annual summary and a summary
*                             at the end of the simulation
*                        = 2, Print monthly and annual summaries and
*                             a summary at the end of the simulation
*          IDET       :  Detailed print control parameter
*                        = 0, No detailed print of simulation results.
*                        > 0, Detailed print of results is provided
*                        at every time step that is a multiple of
*                        IDET (e.g., IDET = 2, gives a detailed report
*                        at every other time step) during specified
*                        periods (see below and group C2).
*          NPR        :  Number of detailed print periods.  Up to
*                        45 periods may be specified (See Group C2).
*                        Required only if IDET > 0.
*============================================================================
*   IDATE     TIME         ISUM      IDET       NPR
C1  19731128     0.00          0         10         1
*============================================================================
*        The C2 line lists the NPR detailed print periods.
*      NPR (Group C1) periods must be specified.  Only date
*      to date periods may be used (e.g., 19790720 to 19790806).
*      Required only if IDET > 0 (Group C1).
*      If NPR = 1 and zeroes are entered for ISTART and IEND,
*      detailed print-outs will be provided for the entire simulation.
*      Note: print-outs start when inflows first occur and do not
*      occur when unit is dry.
*============================================================================
*	C2 Line       :
*          ISTART(1)  :  First detailed print period starting
*                        date (e.g., July 20, 1979 = 19790720).
*                        If year is  2 digits, then assumes 1900.
*          IEND(1)    :  First detailed print period ending
*                        date (e.g., August 6, 1979 = 19790806).
*                        If year is  2 digits, then assumes 1900.
*            .                       .
*                        Repeat for second period, etc. up to
*                        NPR (Group C1) periods.  Do not repeat
*                        line ID when using multiple lines for input.
*            .                       .
*          ISTART(NPR):  Last detailed print period starting date.
*          IEND(NPR)  :  Last detailed print period ending date.
*============================================================================
*   ISTART(1) IEND(1)
C2  731128    731128
*============================================================================
*    Use the D1 line for evaporation data.  Required only if there
*    are detention units.  (IDENT(I) = 1 for some units, see Group F2).
*============================================================================
*	D1 Line       :
*          E(1)       :  Evaporation rate, January in./day [mm/day].
*           .                              .
*          E(12)      :  Evaporation rate, December in./day [mm/day]
*============================================================================
*  EVAPORATION DATA
D1  .1   .1  .15  .25   .3  .6  .6  .7  .6   .4   .1  .1
*============================================================================
*       Data groups E1 - E6 define STRT pollutant characterization.
*            Require groups E1 - E6 only if NP > 0 on GROUP B1.
*============================================================================
*	E1 Line       :
*          IPOLL(1)   :  Pollutant 1 selector.  Required only if
*                        NOTAPE = 0 or 2 (Group B1).  The value
*                        selected depends on the order in which the
*                        pollutants were placed on the external input file.
*                        For example, if suspended solids was the third
*                        pollutant listed on the file and it was desired
*                        for use in the S/T block, then IPOLL(1) = 3.
*         NDIMI(1)    :  Dimensions for pollutant 1.  Required
*                        only if NOTAPE = 1 (Group B1).
*                        = 0, Dimensions are mg/l
*                        = 1, Dimensions are other/liter, e.g., MPN/liter
*                        = 2, Other concentration dimensions are
*                             used. (e.g., JTU, deg. C. pH)
*         IPART(1)    :  Particle size/specific gravity or
*                        settling velocity distribution parameter
*                        = 0, Distribution not used to
*                             characterize pollutant 1.
*                        = 1, Distribution used to characterize pollutant 1.
*         PNAME1(IN,1):  Pollutant 1 name.  Required only if
*                        NOTAPE = 1  (Group B1).
*         PUNIT1(IN,1):  Pollutant 1 dimension label.
*                        Required only if NOTAPE = 1 (Group B1).
*         IPOLL(2)    :  Pollutant 2 selector.  Required only if
*                        NP >_ 2 and NOTAPE = 0 or 2 (Group B1).  See above.
*         NDIMI(2)    :  Dimensions for pollutant 2.  Required only if
*                        NP >_ 2 and NOTAPE = 1 (Group B1).  See above.
*         IPART(2)    :  Particle size/specific gravity or settling
*                        velocity distribution parameter.  Required only
*                        if NP >_ 2 Group B1)  See above.
*         PNAMEI(IN,2):  Pollutant 2 name.  Required only if
*                        NP >_ 2 and NOTAPE = 1.  (Group B1)
*         PUNITI(IN,2):  Pollutant 2 dimension label.  Required only if
*                        NP >_ 2 and NOTAPE = 1. (Group B1)
*         IPOLL(3)    :  Pollutant 3 selector.  Required only if
*                        NP = 3 and NOTAPE = 0 or 2 (Group B1)  See above.
*         NDIMI(3)    :  Dimensions for pollutant 3.  Required only if
*                        NP = 3 and NOTAPE = 1 (Group B1).  See above.
*         IPART(3)    :  Particle size/specific gravity or settling
*                        velocity distribution parameter.  Required only
*                        if NP = 3. (Group B1).  See above.
*         PNAMEI(IN,3):  Pollutant 3 name.  Required only if NP = 3 and
*                        NOTAPE = 1 (Group B1).
*         PUNITI(IN,3):  Pollutant 3 dimension label.  Required
*                        only if NP = 3 and NOTAPE = 1 (Group B1).
*============================================================================
*  IPOLL NDIM IPART  PNAME    PUNIT IPOLL NDIM IPART PNAME  PUNIT IPOLL NDIM IPART PNAME  PUNIT
E1   1    0      0   'TSS '  'mg/l '    2     0    0   ' '    ' '    3    0      0    ' '   ' '
*============================================================================
*     Note:   GROUPS E2 - E6 are REQUIRED only if IPART (IP) = 1
*                            on group E1 for any pollutants.
*============================================================================
*	E2 Line       :
*          NVS        :  Classification parameter
*                        = 0, Particle size/specific gravity distribution
*                        is used to classify particles in waste stream.
*                        = 1, Settling velocity distribution is used.
*          NNR        :  Number of particle size ranges or settling
*                        velocities used to classify particles in waste
*                        stream (Max of 10).
*============================================================================
*     Use E3 data group to define particle size (if NVS = 0, group E2 or
*            settling velocity (if NVS = 1, group E2) range data.
*============================================================================
*	E3 Line       :
*          RAN(1,1)   :  Lower bound of size or velocity
*                        range 1, microns or ft/sec [cm/sec].
*          RAN(1,2)   :  Upper bound of size or velocity
*                        range 1, microns or ft/sec [cm/sec].
*             .                         .
*          RAN(NPR,1) :  Lower bound of size or velocity
*                        range NPR, microns or ft/sec [cm/sec].
*          RAN(NPR,2) :  Upper bound of size or velocity
*                        range NNR, microns or ft/sec [cm/sec].
*============================================================================
*            Use E4 data group to specific gravity data.
*                   Required only if NVS = 0 (Group E2).
*============================================================================
*	E4 Line       :
*          SPG(1)     :  Specific gravity for particles in size range 1.
*          SPG(2)     :  Specific gravity for particles in size range 2.
*             .                             .
*          SPG(NNR)   :  Specific gravity for particles in size range NNR.
*============================================================================
*            Use E5 data group waste stream temperature data.
*                   Required only if NVS = 0 (Group E2).
*============================================================================
*	E5 Line       :
*          TEMP(1)    :  Waste stream temperature, January, deg F. [C].
*             .                            .
*          TEMP(12)   :  Waste stream temperature, December, deg F. [C].
*============================================================================
*     Use E6 data group to define the fraction of each pollutant associated
*         with each particle size/specific gravity or settling velocity
*         range (Group E3).  Repeat these lines for each pollutant for which
*         IPART(IP) = 1 (Group E1).  Required only if NVS = 0 (Group E2).
*         Note: these fractions must sum to 1.0.
*============================================================================
*	E6 Line       :
*          PSD(IP,1)  :  Fraction of pollutant IP in range 1.
*          PSD(IP,2)  :  Fraction of pollutant IP in range 2.
*                .                            .
*          Repeat for each range up to NNR (Group E2) ranges.
*============================================================================
*       REPEAT GROUPS F1 - I1 FOR EACH UNIT I.  THERE WILL BE NU (GROUP B1)
*              SETS.  THE UNIT NUMBER IS DICTATED BY THE ORDER IN WHICH
*                     THE SETS OF GROUPS F1 - I1 ARE READ.
*============================================================================
*	F1 Line       :
*         UNAME(I,ID) : Name of unit. (18 character max.)
*============================================================================
*     UNAME(1,ID)
F1    ' STORAGE'
*============================================================================
*     Use line F2 to define the general unit parameters and flow directions.
*============================================================================
*	F2 Line       :
*          IDENT(1)   :  Detention modeling parameter
*                        = 0, Unit is the non-detention type
*                        = 1, Unit is the detention type
*          QMAX(I)    :  Maximum inflow (above which bypass
*                        occurs), cfs [cu.m/sec].
*          QRF(I)     :  Residual flow as a fraction of the inflow.
*                        Required only if IDENT(I) = 0.  Residual flows
*                        for detention units (IDENT(I) = 1) are determined
*                        in Groups H1, H3, and H6.
*          IDIREC(I,1):  Unit number to which bypass is directed
*                        (must be greater than 1).
*                        = 1 - 5, Downstream S/T unit
*                        = 100, Next block
*                        = 200, Ultimate disposal
*          IDIREC(I,2):  Unit number to which treated outflow is directed
*                        (must be greater than 1).  See above.
*          IDIREC(I,3):  Unit number to which residuals stream is directed
*                        (Must be greater than 1).  See above.  If IDRAW(I)
*                        = 0 (Group H1), set equal to any number > 1.
*============================================================================
*      IDENT   QMAX     RESIDUAL FLOW   IDIREC(1) IDIREC(2) IDIREC(3)
F2       1      125.       0.0             100       100       200
*============================================================================
*      Use data groups G1 - G4 to define Pollutant Removal.
*               Required only if NP > 0 on group B1.
*      REPEAT GROUPS G1 - G3 FOR EACH POLLUTANT FOR WHICH IPART(IP) = 0.
*============================================================================
*	G1 Line       :
*          RMX(I,IP)  :  Maximum removal fraction (<= 1.0).
*============================================================================
*      RMX
G1     1.0
*============================================================================
*     Define the removal equation variable group (Equation 7-1 and
*     Table 7-3) on line G2.
*============================================================================
*	G2 Line       :
*        INPUT(I,IP,1):  Program variable for equation variable X1.
*                        = 0, Not used.
*                        For values = 1 - 7, see Table 7-3 in text.
*        INPUT(I,IP,2):  Program variable for equation variable X2.
*                        See above.
*             .                           .
*                        Repeat for each of 11 program variables Xi.
*============================================================================
*    REMOVAL EQUATION VARIABLES
G2     0  0  1  0  0  0  0  0  0  0  0
*============================================================================
*     Define 16 Equation 7-1 coefficients on line G3.  The coefficients
*       must be consistent with the units used (see METRIC Group B1).
*============================================================================
*	G3 Line       :
*          A(I,IP,1)  :  Value of coefficient a1.
*          A(I,IP,2)  :  Value of coefficient a2.
*             .                      .
*          Repeat for each of 16 coefficients aj.
*============================================================================
*    EQUATION 7-1
G3    0 0 -0.003028 0 0 0 0 0 0 0 0 0.45 -0.45 0.0 0.0 1.0
*============================================================================
*     Define the Critical Particle Size or Settling Velocity on line G4.
*     Required only if IPART(IP) = 1 (Group E1) for any pollutant and
*          unit I is a non-detention unit, IDENT(I) = 0 (Group F2).
*============================================================================
*	G4 Line       :
*          PSC(I)     :  Critical particle size, microns, (if NVS = 0,
*                        Group E2) or settling velocity, ft/sec [cm/sec],
*                        (if NVS = 1, Group E2).
*============================================================================
*     PSC(I)
*G4    10.0
*============================================================================
*             Data Groups H1 - H8: Detention Unit Data
*             Required only if IDENT(I) = 1 (Group F2)
*============================================================================
*       Define the general detention unit parameters on line H1.
*============================================================================
*	H1 Line       :
*          IROUTE(I)  :  Pollutant routing parameter
*                        = 0, Plug flow mode is used.
*                        = 1, Complete mixing mode is used.
*                            (Note:  Particle size or settling velocity
*                             distribution is not routed through
*                             completely-mixed units.)
*                        [Note: user may encounter limit of 200 plugs
*                        (8/31/93) in use at one time.  Options are to
*                        increase S/T time step to reduce required number
*                        of plugs or to recompile Subroutine UNIT with
*                        larger limit.]
*          IOUT(I)    :  Treated outflow routing parameter
*                        = 0, The depth-treated outflow relationship is
*                        described by as many as 16 data pairs in Group H3.
*                        = 1, The depth-treated outflow relationship is
*                        described by a power equation in Group H4.
*                        = 2, The depth-treated outflow relationship is
*                        controlled by the pumps described in Group H5.
*          IDRAW(I)   :  Residuals stream draw-off scheme
*                        <= -1, A residual stream is drawn off starting at
*                        every -IDRAW(I) time step (if possible).
*                        = 0, Residuals are never drawn off.
*                        >= 1, A residuals stream (if available) is drawn off
*                        only after IDRAW(I) time steps of no inflow or
*                        treated outflow.
*          IRES(I)    :  Residual stream routing parameter
*                        Required only if IDRAW(I) not = 0.
*                        = 0, The depth-residual flow relationship is
*                        described by as many as 16 data pairs in Group H3.
*                        = 1, The depth-residual flow relationship is
*                        described by a power equation in Group H6.
*============================================================================
*     PLUG FLOW ROUTING IS BEING USED
*     IROUTE    IOUT     IDRAW      IRES
H1       0         1         1         0
*============================================================================
*      Detention unit (plug flow only) parameters, required when pollutants
*  are characterized by a particle size/specific gravity or settling
*  velocity distribution.  Thus, the H2 line is required only if
*  IPART(IP) = 1, for any pollutant (Group E1) and IROUTE(I) = 0 (Group E2).
*============================================================================
*	H2 Line       :
*          ALEN(I)    :  Travel length for plug flow, ft [m].
*          AMAN(I)    :  Manning's roughness coefficent for
*                        detention unit surfaces.
*============================================================================
*    ALEN(I)   AMAN(I)
*H2    0.0      0.0
*============================================================================
*       Data for Sets of Depth, Surface Area, Volume,
*                Treated Outflow and Residual Flow
*
*   Each line contains a column for a unit depth and the corresponding
*   values of area, volume, treated outflow, and residual flow.  Zeroes
*   may be used for columns for treated outflow and residual flow depending
*   on the values of IOUT(I) and IRES(I) in Group H1.  If zero values for
*   volume are entered, the program estimates volume from the depth-surface
*   area relationship.  Order the data from the bottom of the unit
*   (SDEPTH(I,1) = 0.0) to the maximum depth (including freeboard).
*                 There may be as many as 16 lines.
*============================================================================
*	H3 Line       :
*        SDEPTH(I,MM) :  A unit depth, ft [m].
*        SAREA(I,MM)  :  Surface area corresponding to the above
*                        depth, sq. ft [sq. m].
*        SSTORE(I,MM) :  Volume corresponding to the above depth
*                        cu. ft [cu. m].
*        SQQOU(I,MM)  :  Treated outflow at the above depth
*                        cfs [cu.m/sec].
*        SQQRS(I,MM)  :  Residuals stream flow at the above depth cfs
*                        [cu.m/sec].  Occurs only when IDRAW(I)
*                        (Group H1) permits.
*============================================================================
*     DEPTH     AREA  VOLUME  TREATED OUTFLOW RESIDUAL FLOW
H3     0.0     1000.    0            0          5.
H3     8.0     1000.    0            0          5.
H3     8.5     1000.    0            0          5.
H3     9.0     1000.    0            0          5.
H3     9.5     1000.    0            0          5.
H3    10.0     1000.    0            0          5.
*============================================================================
*   Depth vs. Treated Outflow Power Equation (Equation 7-3) on line H4.
*
*   Outflow = C1*(Depth - D0)**C2
*
*   Required only if IOUT(I) = 1 (Group H1).  Coefficients must be
*         consistent with the units used. (See METRIC, Group B1.)
*============================================================================
*	H4 Line       :
*          C1         : Depth-treated outflow equation coefficient, C1.
*          D0         : Depth below which no treated outflow occurs, D0.
*          C2         : Depth-treated outflow equation coefficient, C2.
*============================================================================
*       C1        D0        C2
H4   66.66        8.       1.5
*============================================================================
*     Use the H5 data group to define any treated outflow pumping.
*             Required only if IOUT(I) = 2 (Group H1).
*============================================================================
*	H5 Line       :
*          DSTART(I,1):  Depth at which pumping rate QPUMP(I,1)
*                        begins, ft [m].
*          DSTART(I,2):  Depth at which pumping rate QPUMP(I,2)
*                        begins, ft [m].  Must be >_ DSTART(I,1).
*          QPUMP(I,1) :  Pumping rate when depth >_ DSTART(I,1)
*                        cfs [cu.m/sec].
*          QPUMP(I,2) :  Pumping rate when depth >_ DSTART(I,2)
*                        cfs [cu.m/sec].
*          DSTOP(I)   :  Depth below which all pumping stops,
*                        ft [m].  Must be <_ DSTART(I,1).
*============================================================================
*   DSTART(I,1) DSTART(I,2) QPUMP(I,1) QPUMP(I,2) DSTOP(I)
*H5        0.0         0.0         0.0        0.0      0.0
*============================================================================
*     Define the Depth vs. Residual Flow Power Equation (Equation 7-4)
*     on line H6.  Required only if IRES(I) = 1 (Group H1).  Coefficients
*     must be consistent with the units used (see METRIC, Group B1).
*============================================================================
*	H6 Line       :
*          C3         :  Depth-residual flow equation coefficient.
*          D1         :  Depth below which no residual flow occurs.
*          C4         :  Depth-residual flow equation coefficient.
*============================================================================
*    C3   D1   C4
*H6 0.0  0.0  0.0
*============================================================================
*   Use data group H7 to define Sludge Generation in Unit I.
*   Required only if I is a plug-flow detention unit (IROUTE(I) = 0,
*   Group H1) and NP > 0 (Group B1).
*============================================================================
*	H7 Line       :
*          NPSL(I)    :  Pollutant responsible for sludge generation. Required
*                        only if a sludge depth warning message is desired.
*                        = 0, Not used.
*                        = 1, 2, or 3, Pollutant used to generate sludge
*                        volume (must correspond to the position in Group E1.)
*                      Note: during continuous simulation, the warning
*                      message can create megabytes of storage in the output
*                      file.  If sludge depth is not a concern, NPSL = 0 is
*                      recommended for continuous simulation.
*          SLDEN(I)   :  Concentration of pollutant NPSL(I) in sludge.
*                        Required only if NPSL(I) >_ 1.  The dimensions
*                        used must be consistent with those indicated
*                        by NDIM(I) (Group E1).
*          SLDMAX(I)  :  Maximum sludge depth, ft [m].  A warning
*                        message is printed if this depth is exceeded
*                        by the accumulated sludge.  Required only if
*                        NPSL(I) >_ 1.
*============================================================================
*     NPSL   SLDEN  SLDMAX
H7      2    20000.    1.
*============================================================================
*     Use line H8 to define the initial conditions in detention unit I.
*============================================================================
*	H8 Line       :
*          WARN(I)    :  Total volume of water in unit at the
*                        start of the simulation, cu.ft [cu.m]
*
*   Note: The following concentrations must be given with dimensions
*         consistent with those entered in Group E1 (NDIM(IP)) if
*         NOTAPE = 1 (Group B1) or on the external input file if NOTAPE = 2.
*
*          PCO(I,1)   :  Concentration of pollutant 1 in the unit at
*                        the start of the simulation.  Used only if NP >= 1
*                        (Group B1) and WARN(I) > 0.0.
*          PCO(I,2)   :  Concentration of pollutant 2 in the unit volume
*                        at the start of the start of the simulation.
*                        Used only if NP >= 2 (Group B1) and WARN(I) > 0.0.
*          PCO(I,3)   :  Concentration of pollutant 3 in the unit volume
*                        at the start of the start of the simulation.
*                        Used only if NP = 3 (Group B1) and WARN(I) > 0.0.
*============================================================================
*    WARN      PCO(1)  PCO(2)   PCO(3)
H8   4000.       25.    0.0       0.0
*============================================================================
*    Use line I1 to enter Cost Data for Equations 7-5 to 7-8
*        (Capital Costs) and Equations 7-9 to 7-12 (Operation and
*         Maintenance Costs).  The coefficients must be consistent with
*         the units used (see METRIC, Group B1).  Required only if
*         ICOST = 1 on GROUP B1.
*
*         This is last line of input for one treatment unit, begun
*         on line F1.  Repeat groups of F1 - I1 for additional units.
*============================================================================
*	I1 Line       :
*          KPC(I,1)   :  Type of cost variable used in calculating
*                        initial capital cost.
*                        = 0, Not used.
*                        = 1, Maximum allowable inflow, QMAX(I),
*                          cfs [cu.m/sec] is used.
*                        = 2, Maximum inflow observed during simulation,
*                          QMAXS(I), cfs [cu.m/sec], is used.
*                        = 3, Maximum allowable storage, VMAX(I)
*                          cu.ft [cu.m] is used.  (Not applicable
*                          if IDENT(I) = 0, Group F2).
*                        = 4, Maximum storage observed during simulation,
*                          VMAXS(I), cu.ft. [cu.m] is used (Not applicable
*                          if IDENT(I) = 0, Group F2).
*          CC(I,1)    :  Initial capital cost equation coefficient, a.
*          CC(I,2)    :  Initial capital cost equation coefficient, b.
*          KPC(I,2)   :  Type of cost variable used in calculating
*                        operation and maintenance costs.  See list for
*                        initial capital cost (above).
*          CC(I,3)    :  Operation and maintenance cost equation
*                        coefficient, d.
*          CC(I,4)    :  Operation and maintenance cost equation
*                        coefficient, f.
*          CC(I,5)    :  Operation and maintenance costs equation
*                        coefficient, h.
*==============================================================
*    KPC(I,1) CC(I,1) CC(I,2) KPC(I,2) CC(I,3) CC(I,4) CC(I,5)
I1      4     330.0     0.58      4      82.0     0.7     1.0
*--------------------------------------------------------------
* Cost coefficient data estimated crudely for concrete tanks without
* cover from Benjes et al. 1976 (EPA-600/2-76-286) as reported in
* Heaney et al. 1977 (see below) and Lager et al. 1977 (EPA-600/8-77-014).
* Reference: Heaney, J.P. et al., Nationwide Evaluation of CSOs and Urban
* Stormwater Discharges Vol. II: Cost Assessment and Impacts,
* EPA-600/2-77-064, NTIS PB-266005, March 1977.
* Exponents may be reasonable.  Initial capital cost coefficient is
* for ENR = 2000.  O&M coefficient approx. 1/4 of capital cost coef.
* A good value for coefficient h is not known.
*============================================================================
*                 Input Flow and Pollutant Time Series
*
*             REQUIRED ONLY IF NOTAPE = 1 OR 2 (GROUP B1)
*
*   All flows and concentrations are instantaneous values at the
*       indicated time.  A constant time interval is not required;
*       linear interpolation is used to obtain intermediate values of
*       flow and concentrations.  Hence, the difference between two time
*       entries, TCAR, should not be less than the time step, DS,
*       unless a step function input is desired.
*
*   The concentration units must be identical to those in Group E1
*      (NDIM(IP)) if NOTAPE = 1, Group B1, or on the external input
*       file if NOTAPE = 2.
*============================================================================
*	J1 Line       :
*          TCAR       :  Time of day, decimal hours, e.g., 6:30 p.m. = 18.5.
*                        If the first TCAR value is <= initial time,
*                        the program will read succeeding J1 data groups
*                        until TCAR >= initial time.  If simulation goes
*                        beyond one day, i.e., times > 24.0, then continue
*                        with times greater than 24.  I.e., TCAR should not
*                        be reset at beginning of day.
*          QCAR       :  Flow entering S/T plant (at unit 1), cfs [m3/sec].
*          PCAR(1)    :  Concentration of pollutant 1 entering S/T plant
*                        (at unit 1).  Used only if NP >= 1 (Group B1)
*                        and QCAR > 0.0
*          PCAR(2)    :  Concentration of pollutant 2 entering S/T plant
*                        (at unit 1).  Used only if NP >= 2 (Group B1)
*                        and QCAR > 0.0
*          PCAR(3)    :  Concentration of pollutant 3 entering S/T plant
*                        (at unit 1).  Used only if NP = 3 (Group B1)
*                        and QCAR > 0.0
*============================================================================
*   TCAR  = TIME IN HOURS
*   QCAR  = INSTANTANEOUS FLOW IN CFS AT TCAR
*   PCAR1 = INSTANTANEOUS SUSPENDED SOLIDS CONCENTRATION AT TCAR
*   TCAR    QCAR     PCAR(1)
J1   0.0    65.8      300.
J1   1.0    65.8      300.
*J1   2.0    77.1      220.
*J1   3.0     6.6      225.
*J1   4.0     0.1        5.
*J1   5.0     7.2      110.
*J1   6.0     0.8      140.
*J1   7.0    15.2      200.
*J1   8.0     2.8      300.
*J1   9.0     0.2      300.
*J1  10.0     1.0      5.0
*J1  50.0     1.0      5.0
*============================================================================
*               End your input data set with a $ENDPROGRAM.
$ENDPROGRAM
