Description
Divide signed darcyFlux by effectivePorosity in (0, 1] for seepageVelocity.
Groundwater components relate hydraulic head, storage, porosity, and supplied flow parameters. A local equation uses a declared aquifer model; it does not establish that model from field observations.
Divide signed darcyFlux by effectivePorosity in (0, 1] for seepageVelocity.
When to use this tool
Use Seepage Velocity Porosity Factor when you need one explicit groundwater or soil-storage component.
How to use the tool and how it works
- Enter darcyFlux, effectivePorosity. Use the units and conventions below.
- Run the tool. Correct any format, range, or cross-field input error before interpreting the output.
- Read seepageVelocity. Use the output convention below.
Divide signed darcyFlux by effectivePorosity in (0, 1] for seepageVelocity.1
| Input field | Meaning and units | Accepted input |
|---|---|---|
| darcyFlux | Darcy Flux | Required. Finite number. |
| effectivePorosity | Effective Porosity | Required. Finite number; maximum 1; strictly above 0. |
| Output field | Interpretation | Returned shape |
|---|---|---|
| seepageVelocity | Seepage Velocity | Required. Finite number. |
{
"input": {
"darcyFlux": 0.02,
"effectivePorosity": 0.25
},
"output": {
"seepageVelocity": 0.08
}
}Limitations and assumptions
- Porosity is a dimensionless connected-flow fraction; output retains the Darcy-flux length/time unit and does not estimate dispersion, travel paths, or actual solute arrival time.
- Inputs must satisfy both the field types and the cross-field conditions above. Invalid input causes an error; a successful false flag or documented placeholder is a different result.
- Numeric calculations use binary floating point unless exact decimal-integer arithmetic is explicitly stated. No hidden measurement tolerance or decimal rounding is added; nonfinite or out-of-contract results are rejected. Numeric signed-zero results are exported as zero.
Alternative or Complementary methods
Use suitable field measurements, aquifer assumptions, and a complete groundwater analysis for resource or safety decisions.
References
Similar or alternative tools
- Groundwater Hydraulic Gradient Projection
Divide their dot product by the direction norm for the signed projected gradient.
- Darcy Series Layer Resistance Term
Divide nonnegative thickness by positive conductivity times area for resistance.