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Transport L-R (Sanitary flow, Hydrographs)
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Transport L-R (Sanitary flow, Hydrographs)
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* Data groups L1 - Q1 generate dry-weather flow quantity and
* quality values.
* These data lines are required only if NFILTH = 1 on line B3.
*
* NOTE: The FILTH routines generate quality specifically for BOD5 (first
* pollutant), TSS (second pollutant), and T.Colif. (third pollutant).
* These pollutants must be appropriately accessed from interface file
* (see parameter KPOL in group F1). A fourth pollutant may be
* simulated in addition to the three above but will not have any dry-
* weather flow contributions from the FILTH subroutines.
*
* CAUTION! The FILTH subroutines are based on regression equations,
* primarily from Baltimore in the 1960s. Better dry-weather flow
* generation should be based on local measurements (e.g., from an
* infiltration/inflow study) and input in data group E1
* (for constant flows/concentrations) or in data group R1
* (for time-variable flows/concentrations).
*============================================================================
* Account for daily sewage flow variations.
* Sunday Monday Tuesday Wednesday Thursday Friday Saturday
L1 .955 1.024 1.022 1.006 1.031 .992 .970
*============================================================================
* ****Skip to group M1 if NPOLL = 0.****
*
* Account for daily sewage BOD5 variations.
* Sunday Monday Tuesday Wednesday Thursday Friday Saturday
L2 1.050 1.110 .960 1.084 .979 .906 .912
*============================================================================
* Account for daily sewage SS variations.
* Sunday Monday Tuesday Wednesday Thursday Friday Saturday
L3 .964 1.008 .922 1.123 1.101 .932 .952
*============================================================================
* 'M' data lines are for hourly flow, BOD5, SS and TCOLIF hourly
* corrections. Enter 24 values on one or two lines. If the
* second line is necessary do NOT include the two character
* line identifier.
*============================================================================
* CORRECT DAILY AVERAGE SEWAGE FLOW TO HOURLY FLOWS (MIDNIGHT TO MIDNIGHT)
M1 .906 .819 .732 .718 .689 .701 .792 .950 1.092 1.148 1.196 1.174 1.158 1.144 1.124 1.096
1.181 1.072 1.078 1.074 1.115 1.070 1.057 1.015
*============================================================================
* ***** Skip to group N1 if NPOLL = 0.*****
*
* CORRECT DAILY AVERAGE SEWAGE BOD5 TO HOURLY BOD5 (MIDNIGHT TO MIDNIGHT)
M2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
*============================================================================
* CORRECT DAILY AVERAGE SEWAGE SS TO HOURLY SS (MIDNIGHT TO MIDNIGHT)
M3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
*============================================================================
* CORRECT DAILY AVERAGE SEWAGE TCOLIF TO HOURLY TCOLIF (MIDNIGHT TO MIDNIGHT)
M4 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
*============================================================================
* Study area data.
*============================================================================
* N1 line :
* KTNUM : Total number of subareas within a given study area.
* KASE : Estimate sewage quality from treatment plant records.
* = 1 Yes.
* = 2 No.
* NPF : Total number of process flows within the study area.
* KDAY : Number indicating starting day of the week.
* Sunday = 1. Saturday = 7.
* CPI : Consumer Price Index.
* CCCI : Composite Construction Cost Index.
* POPULA : Total population in all areas, thousands.
*============================================================================
* KTNUM KASE NPF KDAY CPI CCCI POPULA
N1 1 1 1 1 121.6 165.7 3.9
*============================================================================
* 'O' data lines list the study area data.
* Required only if KASE = 1 on data line N1.
*============================================================================
* O1 line :
* ADWF : Total study area average sewage flow, cfs [cms].
* ABOD : Total study area average BOD, mg/l.
* ASUSO : Total study area average SS, mg/l.
* ACOLI : Total study area average coliforms, MPN/100 ml.
*============================================================================
* ADWF ABOD ASUSO ACOLI
O1 4.0 100. 200. 10000.
*============================================================================
* O2 line :
* TOTA : Total study area, acres [ha].
* TINA : Total contributing industrial area, acres [ha].
* TCA : Total contributing commercial area, acres [ha].
* The following three parameters are for 1963 $ !!!
* TRHA : Total contributing high income ( > $15000)
* area, acres [ha].
* TRAA : Total contributing average income
* ( < $15000 and > $ 7000) area, acres [ha].
* TRLA : Total contributing low income ( < $4000)
* area, acres [ha].
* TRGGA : Total area above residential areas contributing
* additional waste from garbage grinders, acres [ha].
* TPOA : Total park and open area, acres [ha].
*============================================================================
* TOTA TINA TCA TRHA TRAA TRLA TRGGA TPOA
O2 165.4 3.58 37.90 0. 80.0 26.96 0. 16.08
*============================================================================
* 'P' data lines describe process flow data.
* Required if KASE = 1 and NPF > 0 on line N1.
* Repeat NPF times.
*============================================================================
* P1 line :
* INPUT : Inlet manhole number.
* QPF : Average daily process flow, cfs [cms].
* BODPF : Average daily BOD of process flow, mg/l.
* SUSPF : Average daily SS of process flow, mg/l.
*============================================================================
* INPUT QPF BODPF SUSPF
P1 3 0.102 300. 200.
*==============================================================================
* 'Q' data lines describe KTNUM (line N1) subareas.
* See the User's Manual, pages 303-305, for a detailed
* description of the input data.
* Note, KNUM is always a numeric ID, even when using alphanumeric
* names ($ANUM). (However, INPUT will be a name in quotes when using $ANUM.)
*==============================================================================
* KNUM INPUT KLAND METHOD KUNIT MSUBT SAGPG SABPF SASPF WATER PRICE SEWAGE ASUB POPDEN DWLNGS FAMILY VALUE PCGG XINCOM
Q1 1 3 3 1 0 1 0 0 0 0 40. 0.01 19.0 10. 0 0 20.0 0 15.
*==============================================================================
* 'R1' data lines are for line input of flow and water quality
* concentrations. Used only if NCNTRL = 1 on line B3 and
* NINPUT > 0 on line B1. Last time should be >= simulation time.
* Continue time past 24.0 if a multi-day simulation is made.
* Linear interpolation is used for times between input values.
* Repeat data line R1 for each inlet for each time input. That is,
* give flow and concentrations for first junction at first time
* then flow and concentrations for second junction at first time,
* etc. Then give flow and concentrations for first junction at
* second time, etc.
* See also explanation of parameter IFLIP on B0 line.
*==============================================================================
* TIME IN HOURS FLOW (cfs or cms) PE2(1) .... PE2(4) (concentrations)
*R1 0.0 20.0 0.0 0.0
*==============================================================================
* End your input data set with a $ENDPROGRAM.
$ENDPROGRAM