Sunday, March 19, 2023

InfoSewer RUNOPT.DBF File in the IEDB Folder

 InfoSewer RUNOPT.DBF File in the IEDB Folder


FieldValue
IDBASE
DESCRIPTBase Simulation Option
FLOW_UNIT0
LOAD_PATN
LOAD_SCALE1
ACCURACY0.001
MIN_TRAVEL100
LD_PATN_TP0
MAX_VEL10
MIN_VEL2
MANNING0.011
DGN_OPTIONDESIGN
DGN_CURVEANALYSIS
ANA_CURVEREPLACEMENT
COST_REPLDUPLICATION
COST_DUP2.4
PF_K0.89
PF_P1
PF_A1
PF_B1
PF_C1
PF_D1
FLOWCONTFALSE
DGNEXISTFALSE
LOCKMCVRFALSE
PEAK_CURVE
FLOW_ATNTRUE
QUALITY0
TRACE_ND
MAX_SEG20
MIN_TLSP3
INV_OFFSET20
MAX_SLOPE0.2
MIN_SLOPE
MAX_COVER
MIN_COVER5
BODTEMP1
BODRRC
PTSETVEL
LMTFLWVEL
RUN_STORMTRUE
MIN_TOC10
HYETOGRAPHRAINFALL
HYDROGRAPHUNITHYDROGRAPH
HYDRO_DUR15
IDF_CURVEIDFCURVE
IDF_IUNIT1
IDF_DUNIT0
H2S_FLUX0.00032
H2S_LOSS0.96
H2S_PH7
H2S_ION6.92
H2S_SLB85
H2S_SAT0.05
ACID_REACT0.5
PIPE_MAT0
ALKALINITY0.5
UH_VOLADJ5
PF_E1
PF_CURVE3
DGN_MODE_SLOPE_CURVE
MAX_DROP24
SLP_CURVEFALSE
DROP_CTF10
ADD_ERCOST0.75
UVCF_CTF1
UVCF_SHLW24
UVCF_DEEP8
CLR_CTF12
CLR_SMALL0
CLR_LARGEFALSE
EXCA_ANGLE0

IDDESCRIPTVALUE
BASEBase Simulation Option
FLOW_UNITFlow Unit0
LOAD_PATNLoad Pattern
LOAD_SCALELoad Scaling1
ACCURACYCalculation Tolerance0.001
MIN_TRAVELMinimum Travel Distance100
LD_PATN_TPLoad Pattern Type0
MAX_VELMaximum Velocity10
MIN_VELMinimum Velocity2
MANNINGManning's N0.011
DGN_OPTIONDesign Curve Options
DGN_CURVEDefault Design CurveDESIGN
ANA_CURVEDefault Analysis CurveANALYSIS
COST_REPLReplacement Cost CurveREPLACEMENT
COST_DUPDuplication Cost CurveDUPLICATION
PF_KHeadloss Exponent2.4
PF_PPressure Exponent0.89
PF_AHazen-Williams A1
PF_BHazen-Williams B1
PF_CHazen-Williams C1
PF_DHazen-Williams D1
FLOWCONTFlow ControlFALSE
DGNEXISTDesign Existing SystemFALSE
LOCKMCVRLock Manhole CoversFALSE
PEAK_CURVEPeak Discharge Curve
FLOW_ATNFlow Attenuation FactorTRUE
QUALITYWater Quality Analysis
TRACE_NDTrace Node ID0
MAX_SEGMaximum Segments20
MIN_TLSPMinimum Timestep3
INV_OFFSETInvert Elevation Offset20
MAX_SLOPEMaximum Slope0.2
MIN_SLOPEMinimum Slope
MAX_COVERMaximum Cover Depth20
MIN_COVERMinimum Cover Depth
BODTEMPBOD Decay Temperature15
BODRRCBOD Reaction Rate Coeff
PTSETVELPoint Velocity Setting
LMTFLWVELLimited Velocity Setting
RUN_STORMRunoff CaptureTRUE
MIN_TOCMin. Time of Concentr.10
HYETOGRAPHRainfall DistributionRAINFALL
HYDROGRAPHUnit HydrographUNITHYDROGRAPH
HYDRO_DURDuration of Hydrograph15
IDF_CURVEIntensity-Duration CurveIDFCURVE
IDF_IUNITIntensity Unit1
IDF_DUNITDuration Unit3
H2S_FLUXH2S Air Flux Coeff._SLOPE_CURVE

AttributeValue
H2S_LOSS0.96
H2S_PH7
H2S_ION6.92
H2S_SLB85
H2S_SAT0.05
ACID_REACT0.5
PIPE_MAT0
ALKALINITY0.5
UH_VOLADJ5
PF_E1
PF_CURVE
DGN_MODE1
MAX_DROP3
SLP_CURVE_SLOPE_CURVE
DROP_CTF24
ADD_ERCOSTFALSE
UVCF_CTF10
UVCF_SHLW0.75
UVCF_DEEP1
CLR_CTF24
CLR_SMALL8
CLR_LARGE12
EXCA_ANGLE0
FIXED_IVTFALSE
SD_METHODFALSE
PREC_6HR0
FM_NETWORKFALSE

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