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Storage - Treatment
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Storage - Treatment
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* 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 Superseded by value from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