Quick Answer
Calculate Tailings Dam Centerline Raise Darcy Seepage Flow Rate Calculator
Calculator
Result Interpretation
Tailings Dam Centerline Raise Darcy Seepage Flow Rate Calculator computes Seepage flow rate in m^3/s using the defined engineering formula and the input values provided.
Worked Example
Verified calculation
Given:
- Cross-sectional area normal to flow at centerline raise = 420
- Hydraulic conductivity of tailings core material = 2.5E-9
- Flow path length along centerline raise = 92.5
- Upstream total hydraulic head at centerline base = 48.2
- Downstream total hydraulic head at centerline toe = 10.7
Expected Result:
- Seepage flow rate = 4.2567567567568E-7
Engineering Interpretation:
Under the given input conditions, the calculated result is: Seepage flow rate = 4.2567567567568E-7 m^3/s.
The actual numerical result is computed by the Runtime engine using the persisted tool definition. The values shown here come from automatically validated test cases.
Formula / Method
seepage flow rate = hydraulic conductivity of tailings core material * cross-sectional area normal to flow at centerline raise * (upstream total hydraulic head at centerline base - downstream total hydraulic head at centerline toe) / flow path length along centerline raiseFormula family: formula_tailings_centerline_raise_seepage_flow_calculator
Variables
| Symbol | Label | Role | Description |
|---|---|---|---|
| K | Hydraulic conductivity of tailings core material | INPUT | Hydraulic conductivity of tailings core material |
| A | Cross-sectional area normal to flow at centerline raise | INPUT | Cross-sectional area normal to flow at centerline raise |
| h1 | Upstream total hydraulic head at centerline base | INPUT | Upstream total hydraulic head at centerline base |
| h2 | Downstream total hydraulic head at centerline toe | INPUT | Downstream total hydraulic head at centerline toe |
| L | Flow path length along centerline raise | INPUT | Flow path length along centerline raise |
| Seepage flow rate | Seepage flow rate | OUTPUT | Seepage flow rate |
Calculation Steps
- Enter the hydraulic conductivity of tailings core material in m/s.
- Enter the cross-sectional area normal to flow at centerline raise in m^2.
- Enter the upstream total hydraulic head at centerline base in m.
- Enter the downstream total hydraulic head at centerline toe in m.
- Enter the flow path length along centerline raise in m.
- Step 1: Compute seepage flow rate.
- Read the seepage flow rate (m^3/s) from the results.
Engineering Summary
Calculate Tailings Dam Centerline Raise Darcy Seepage Flow Rate Calculator
Frequently Asked Questions
What does this calculator calculate?
The Tailings Dam Centerline Raise Darcy Seepage Flow Rate Calculator estimates Seepage flow rate based on the input parameters you provide
Why is hydraulic conductivity of tailings core material important in this calculation?
hydraulic conductivity of tailings core material is directly proportional to seepage flow rate. When you enter hydraulic conductivity of tailings core material in m/s, the calculator uses it in the engineering formula to compute the output
How should I interpret the result seepage flow rate?
The calculator outputs seepage flow rate in m^3/s. To convert to liters per second, multiply by 1000. For liters per minute, multiply by 60000. The result is computed directly from the input values using the defined engineering formula
What units should I use for the inputs?
Enter each value in the units shown next to the input field: Hydraulic conductivity of tailings core material (m/s), Cross-sectional area normal to flow at centerline raise (m^2), Upstream total hydraulic head at centerline base (m), Downstream total hydraulic head at centerline toe (m), Flow path length along centerline raise (m). Make sure all inputs use the specified units for consistent results
What assumptions does this calculator use?
This calculator uses automatically validated engineering formulas. Results are approximate and should be validated against site-specific conditions, applicable codes, and professional engineering judgment
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