InfoSewer RUNOPT.DBF File in the IEDB Folder
Field | Value |
---|
ID | BASE |
DESCRIPT | Base Simulation Option |
FLOW_UNIT | 0 |
LOAD_PATN | |
LOAD_SCALE | 1 |
ACCURACY | 0.001 |
MIN_TRAVEL | 100 |
LD_PATN_TP | 0 |
MAX_VEL | 10 |
MIN_VEL | 2 |
MANNING | 0.011 |
DGN_OPTION | DESIGN |
DGN_CURVE | ANALYSIS |
ANA_CURVE | REPLACEMENT |
COST_REPL | DUPLICATION |
COST_DUP | 2.4 |
PF_K | 0.89 |
PF_P | 1 |
PF_A | 1 |
PF_B | 1 |
PF_C | 1 |
PF_D | 1 |
FLOWCONT | FALSE |
DGNEXIST | FALSE |
LOCKMCVR | FALSE |
PEAK_CURVE | |
FLOW_ATN | TRUE |
QUALITY | 0 |
TRACE_ND | |
MAX_SEG | 20 |
MIN_TLSP | 3 |
INV_OFFSET | 20 |
MAX_SLOPE | 0.2 |
MIN_SLOPE | |
MAX_COVER | |
MIN_COVER | 5 |
BODTEMP | 1 |
BODRRC | |
PTSETVEL | |
LMTFLWVEL | |
RUN_STORM | TRUE |
MIN_TOC | 10 |
HYETOGRAPH | RAINFALL |
HYDROGRAPH | UNITHYDROGRAPH |
HYDRO_DUR | 15 |
IDF_CURVE | IDFCURVE |
IDF_IUNIT | 1 |
IDF_DUNIT | 0 |
H2S_FLUX | 0.00032 |
H2S_LOSS | 0.96 |
H2S_PH | 7 |
H2S_ION | 6.92 |
H2S_SLB | 85 |
H2S_SAT | 0.05 |
ACID_REACT | 0.5 |
PIPE_MAT | 0 |
ALKALINITY | 0.5 |
UH_VOLADJ | 5 |
PF_E | 1 |
PF_CURVE | 3 |
DGN_MODE | _SLOPE_CURVE |
MAX_DROP | 24 |
SLP_CURVE | FALSE |
DROP_CTF | 10 |
ADD_ERCOST | 0.75 |
UVCF_CTF | 1 |
UVCF_SHLW | 24 |
UVCF_DEEP | 8 |
CLR_CTF | 12 |
CLR_SMALL | 0 |
CLR_LARGE | FALSE |
EXCA_ANGLE | 0 |
ID | DESCRIPT | VALUE |
---|
BASE | Base Simulation Option | |
FLOW_UNIT | Flow Unit | 0 |
LOAD_PATN | Load Pattern | |
LOAD_SCALE | Load Scaling | 1 |
ACCURACY | Calculation Tolerance | 0.001 |
MIN_TRAVEL | Minimum Travel Distance | 100 |
LD_PATN_TP | Load Pattern Type | 0 |
MAX_VEL | Maximum Velocity | 10 |
MIN_VEL | Minimum Velocity | 2 |
MANNING | Manning's N | 0.011 |
DGN_OPTION | Design Curve Options | |
DGN_CURVE | Default Design Curve | DESIGN |
ANA_CURVE | Default Analysis Curve | ANALYSIS |
COST_REPL | Replacement Cost Curve | REPLACEMENT |
COST_DUP | Duplication Cost Curve | DUPLICATION |
PF_K | Headloss Exponent | 2.4 |
PF_P | Pressure Exponent | 0.89 |
PF_A | Hazen-Williams A | 1 |
PF_B | Hazen-Williams B | 1 |
PF_C | Hazen-Williams C | 1 |
PF_D | Hazen-Williams D | 1 |
FLOWCONT | Flow Control | FALSE |
DGNEXIST | Design Existing System | FALSE |
LOCKMCVR | Lock Manhole Covers | FALSE |
PEAK_CURVE | Peak Discharge Curve | |
FLOW_ATN | Flow Attenuation Factor | TRUE |
QUALITY | Water Quality Analysis | |
TRACE_ND | Trace Node ID | 0 |
MAX_SEG | Maximum Segments | 20 |
MIN_TLSP | Minimum Timestep | 3 |
INV_OFFSET | Invert Elevation Offset | 20 |
MAX_SLOPE | Maximum Slope | 0.2 |
MIN_SLOPE | Minimum Slope | |
MAX_COVER | Maximum Cover Depth | 20 |
MIN_COVER | Minimum Cover Depth | |
BODTEMP | BOD Decay Temperature | 15 |
BODRRC | BOD Reaction Rate Coeff | |
PTSETVEL | Point Velocity Setting | |
LMTFLWVEL | Limited Velocity Setting | |
RUN_STORM | Runoff Capture | TRUE |
MIN_TOC | Min. Time of Concentr. | 10 |
HYETOGRAPH | Rainfall Distribution | RAINFALL |
HYDROGRAPH | Unit Hydrograph | UNITHYDROGRAPH |
HYDRO_DUR | Duration of Hydrograph | 15 |
IDF_CURVE | Intensity-Duration Curve | IDFCURVE |
IDF_IUNIT | Intensity Unit | 1 |
IDF_DUNIT | Duration Unit | 3 |
H2S_FLUX | H2S Air Flux Coeff. | _SLOPE_CURVE |
Attribute | Value |
---|
H2S_LOSS | 0.96 |
H2S_PH | 7 |
H2S_ION | 6.92 |
H2S_SLB | 85 |
H2S_SAT | 0.05 |
ACID_REACT | 0.5 |
PIPE_MAT | 0 |
ALKALINITY | 0.5 |
UH_VOLADJ | 5 |
PF_E | 1 |
PF_CURVE | |
DGN_MODE | 1 |
MAX_DROP | 3 |
SLP_CURVE | _SLOPE_CURVE |
DROP_CTF | 24 |
ADD_ERCOST | FALSE |
UVCF_CTF | 10 |
UVCF_SHLW | 0.75 |
UVCF_DEEP | 1 |
CLR_CTF | 24 |
CLR_SMALL | 8 |
CLR_LARGE | 12 |
EXCA_ANGLE | 0 |
FIXED_IVT | FALSE |
SD_METHOD | FALSE |
PREC_6HR | 0 |
FM_NETWORK | FALSE |
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