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 |
