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Transport F-K
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Transport F-K
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* 'F' lines describe the water quality characteristics.
* These lines are only required if NPOLL > 0 on line B1.
*============================================================================
* F1 line :
* KPOL : Constituent selector from interface file.
* Sequence number of quality constituent on the file.
* PNAME : Constituent label if KPOL = 0.
* PUNIT : Constituent units if KPOL = 0.
* NDIM : Dimensions of water quality constituent.
* = 0 mg/l.
* = 1 "other" per liter, e.g., MPN/l or ug/l.
* = 2 "other" units.
* DECAY : First order decay coefficient, 1/day.
* SPG : Specific gravity. If SPG > 1.0 scour/deposition
* is modeled.
*
* The following variables are not used if SPG <= 1.0
* indicating that sour/deposition is not modeled.
* but a zero should be entered in each column
* or place a slash (/) here to indicate that
* remaining entries are zeroes.
*
* Note, should not have PSIZE(J) > PSIZE(J+1). If this occurs, the
* program will set PSIZE(J) = PSIZE(J+1).
*
* PSIZE(2) : Particle size, mm. PSIZE(1) is automatically
* set to 0.0 mm.
* PGR(2) : Percent greater than (%). PGR(1) is automatically
* set to 100.
* PSIZE(3) : Particle size, mm.
* PGR(3) : Percent greater than (%).
* PSIZE(4) : Particle size, mm.
* PGR(4) : Percent greater than (%).
* PSIZE(5) : Particle size, mm.
* PGR(5) : Percent greater than (%). Caution! Should = 0.0.
* PSDWF : Maximum particle size contained in dry-weather
* flow input; must be <= PSIZE(5).
*==========================================================================
* Particle size data for SS taken from User's Manual, Fig. 6-5 for Tot. Sol.
* SPG reduced from value for sand (2.7) to account for some organics (1.1).
* KPOL PNAME PUNIT NDIM DECAY SPG PSIZE(2) PGR(2) PSIZE(3) PGR(3) PSIZE(4) PGR(4) PSIZE(5) PGR(5) PSWDF
F1 2 ' BOD5 ' ' MG/L' 0 1.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
F1 1 'SUS.SDS.' ' MG/L' 0 0.0 2.4 0.3 55.0 0.9 35.0 2.0 25.0 10.0 0.0 3.0
F1 0 ' TCOLIF' ' MPN/L' 1 5.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
F1 3 ' TOT-N' ' MG/L' 0 0.0 1.0 /
*============================================================================
* The 'G' data groups are for internal storage
* elements (NTYPE = 22 on line E1).
* G1-G5 data groups follow, in order of entry of NTYPE=22 elements
* on E1 lines. That is, first G1-G5 group is for first storage
* element, etc.
*============================================================================
* G1 line :
* LOUT(IS) : Outflow routing parameter.
* = 0 Depth-outflow relationship is described
* by as many of 16 pairs on data line G2.
* = 1 Depth-outflow relationship is described
* by a single power equation on data line G3.
* = 2 Depth-outflow relationship is described
* by two power equations on data line G3.
* = 3 Depth-outflow relationship is described
* controlled by pumps described on line G4.
*============================================================================
* LOUT(IS)
* G1 3
*============================================================================
* G2 Line: Depth - Surface Area - Volume - Outflow Data
* Always required. Must have at least two entries.
*============================================================================
* G2 line :
* TSDEP : A unit depth, ft [m].
* TSAREA : Surface area corresponding to TSDEP, ft^2 [m^2}.
* TSTORE : Volume corresponding to TSDEP, ft^3 [m^3].
* TSQOU : Outflow corresponding to TSDEP, cfs [cms].
* This column may be blank depending on the
* value of LOUT(IS) on line G1.
*============================================================================
* TSDEP TSAREA TSTORE TSQOU
* G2 0.0 0.0 0.0
* G2 1.0 1000.0 1000.0
* G2 5.0 1000.0 5000.0
* G2 10.0 1000.0 10000.0
* G2 20.0 1000.0 20000.0
*============================================================================
* G3 data line - Depth-Outflow Power Equation.
* Required only if LOUT = 1 or 2 on G1 line.
* Outflow = A1 * (Depth - DO)^A2
*============================================================================
* G3 line :
* A1(1) : Depth-outflow equation coefficient.
* DO(1) : Minimum depth for outflow, ft [m].
* A2(1) : Depth-outflow equation exponent.
* Enter a second power equation if LOUT(IS) = 2 on G1.
* A1(2) : Depth-outflow equation coefficient.
* DO(2) : Minimum depth for outflow, ft [m].
* A2(2) : Depth-outflow equation exponent.
* GEOM3 : External element number (or name in single quotes)
* into which flows the outflow from the second outlet.
*============================================================================
* A1(1) DO(1) A2(1) A1(2) DO(2) A2(2) GEOM3
* G3 1.0 2.0 1.0 0.0 0.0 0.0 700
*============================================================================
* G4 data line - Outflow pumping.
* Required only if LOUT = 3 on G1 line.
*============================================================================
* G4 line :
* TDSTAR : Depth at which TQPUMP(1) begins, ft [m].
* TDSTAR : Depth at which TQPUMP(2) begins, ft [m].
* TQPUMP(1) : First pumping rate, cfs [cms].
* TQPUMP(2) : Second pumping rate, cfs [cms].
* TDSTOP : Depth below which all pumping stops, ft [m].
*============================================================================
* TDSTAR(1) TDSTAR(2) TQPUMP(1) TQPUMP(2) TDSTOP
* G4 5.0 10.0 25.00 100.0 5.0
*============================================================================
* G5 data line - Initial conditions in internal storage element IS.
* Always required for storage units.
*============================================================================
* G5 line :
* STORL : Total volume of water at start, ft^3 [m^3].
* PTCO(1) : Concentration of quality constituent # 1 at start.
* Continue for NPOLL water quality constituents.
*============================================================================
* STORL PTCO(1) PTCO(2) PTCO(3) PTCO(4) ... PTCO(NPOLL)
* G5 50.0 0.0 0.0
*============================================================================
* Lines G6 and G7 provide input for Type 26 Tabular Flow Dividers.
* Provide one set of G6-G7 lines for each Type 26 element (up to 50).
* The order of appearance corresponds to the order of Type 26 elements
* listed in the E1 lines. I.e., the first G6-G7 lines correspond to
* the first Type 26 element listed, etc.
*
* Skip to H1 line if there are no Type 26 flow dividers.
*
* G6 line :
* INSTRING : 40-character description of diversion structure.
*============================================================================
G6 'Demonstration Type 26 Regulator'
*============================================================================
* G7 line :
* This group of up to 8 lines provides a table of inflow vs. undiverted
* flow through the flow divider. (Diverted flow = inflow - undiverted
* flow.) The first point must be 0.0 for inflow and 0.0 for undiverted
* flow. Linear interpolation is used to compute undiverted flow between
* the tabulated points. If inflow during the simulation exceeds the
* maximum tabulated value, the undiverted outflow remains constant at
* the last value in the table and a warning message is printed for each
* occurence.
*
* Undiverted flow goes to element GEOM3 listed on the E1 line. Diverted
* flow goes to the other downstream element that lists this flow divider
* as its upstream element.
*
* SPLITIN(1) : Inflow, cfs [cms] (First value should be 0.0)
* SPLITOUT(1) : Undiverted outflow, cfs [cms] (First value should be 0.0)
*
* G7 line :
* SPLITIN(2) : Inflow, cfs [cms]
* SPLITOUT(2) : Undiverted outflow, cfs [cms]
* .......
* Maximum of 8 pairs (8 lines) of points per Type 26 flow divider.
*============================================================================
* SPLITIN(1) SPLITOUT(1)
G7 0.0 0.0
* SPLITIN(2) SPLITOUT(2) etc.
G7 5.0 5.0
G7 10.0 7.0
G7 100.0 12.0
*
* Follow here with remaining sets of G6-G7 lines as needed.
*============================================================================
* 'H1' lists the elements for which flow/water quality
* is transferred to subsequent blocks. A total of NOUTS (line B1)
* elements are transferred.
*============================================================================
* JN(1) ..... JN(NOUTS)
H1 100 400
*============================================================================
* *** 'H2' and 'H3' lines are optional and may be omitted. ***
*
* Option for generation of interface file for WASP hydrodynamic input.
* James L. Martin, AScI Corp., 10/93.
*
* For documentation report, contact:
* Dr. James L. Martin
* AScI Corp.
* 987 Gaines School Road
* Athens, Georgia 30605
* (706) 353-8718
*
* If the H2 and H3 lines are included, a formatted (ASCII) DOS
* interface file will be generated containing the necessary
* hydrodynamic information for an EPA CEAM WASP (Water Analysis
* Simulation Program) simulation. The file name is that used
* for NSCRAT(8), if given on an @-line, or else a prompt for the
* file name is made from the terminal during execution.
* The unit number will be NSCRAT(8) if non-zero, otherwise it will be
* assigned internally.
*
* Only conduit-type elements (NTYPE < 19) or storage units (NTYPE = 22)
* may be mapped to WASP elements. Any contiguous portion of the overall
* Transport network may be mapped, including branching sections.
* If a storage unit is used and if velocities are to be transfered
* to WASP, then GEOM1 for the storage unit = average width
* (constant during the simulation), and the
* velocity = volume / (width*depth) at each each time step.
* Otherwise, the storage unit velocity will = 0 resulting in no
* advection in the storage unit during the WASP simulation.
*=======================================================================
* H2 line :
* TSTART : Time of day (hours) at which linkage file output
* should begin.
* IDEP : = 0, Output volumes, depths and velocities at
* every time step (time variant).
* = 1, Output volumes, etc. only for first time step
* and hold constant for remainder of WASP
* simulation (time invariant).
* NWAS : Number of WASP segments corresponding to
* Transport conduit-type or storage elements to be
* entered in data group H3.
*=======================================================================
* TSTART IDEP NWAS
*H2 0.0 0 2
*=======================================================================
* *** Repeat H3 line (with identifier) NWAS times ***
*
* H3 line :
* KK : Transport external element number or name. Must
* correspond only to a conduit-type element (NTYPE < 19)
* or to a storage unit (NTYPE = 22).
* JUNSEG : Corresponding WASP segment number, an integer. WASP
* segments are numbered with consecutive integers
* starting at 1 with no gaps allowed, unlike Transport.
*=======================================================================
* KK JUNSEG
*H3 100 1
*H3 300 2
*=======================================================================
* 'I1' lists the non-conduit elements into which hydrographs and
* pollutographs enter the system using group R1. These must be
* in the order in which hydrograph and pollutograph ordinates
* appear at each time in group R1. A total of NINPUT (group B1)
* elements are required.
*============================================================================
* NORDER(1) ....... NORDER(NINPUT)
*I1 3 200
*============================================================================
* 'I2' lists the conduit elements for which depth hydrographs are
* printed at the end of the simulation. Storage element depths
* can also be printed in this manner (list on line I2).
*
* **** NOTE: Line I2 is optional and may be omitted.****
*============================================================================
* I2 line :
* NSURF : Number of conduit (and/or storage) elements.
* JSURF(1) : Conduit element.
* ..
* JSURF(NSURF) : Conduit element.
*============================================================================
* NSURF JSURF(1) ..... JSURF(NSURF)
I2 2 100 300
*============================================================================
* 'J1' lists the elements for which NNYN (line B1) input
* hydrographs and pollutographs are printed at the end of
* the simulation.
*============================================================================
* NYN(1) ..... NYN(NNYN)
J1 3
*============================================================================
* 'J2' lists the elements for which NNPE (line B1) routed
* hydrographs and pollutographs are printed at the end of
* the simulation.
*============================================================================
* NPE(1) ..... NPE(NNPE)
J2 200 400 550 600
*============================================================================
* 'K' data lines describe the infiltration data used by TRANSPORT.
* These data lines are required if NINFIL = 1 on line B3.
*============================================================================
* K1 line :
* DINFIL : Base dry weather infiltration, cfs [cms].
* GINFIL : Groundwater infiltration, cfs [cms].
* RINFIL : Rainwater infiltration, cfs [cms].
* RSMAX : Peak residual moisture, cfs [cms].
* CPINF(1) : Concentration of quality constituent # 1.
* Repeat for NPOLL constituents from line B1.
*============================================================================
* DINFIL GINFIL RINFIL RSMAX CPINF(1) CPINF(2) CPINF(3) CPINF(4) ... CPINF(NPOLL)
K1 0.077 0.077 0.0 2.888 0 0 0 0
*============================================================================
* Monthly Degree-Days
* U.S. customary units only
* Jan Feb March April May June July Aug Sept Oct Nov Dec
K2 1198 891 831 458 188 14 0 7 33 460 750 890
*============================================================================