Solving for hydraulic conductivity.
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| Darcy velocity or flux (v) | = | 0 | = | 0 | centimeter/second | |
| hydraulic gradient (i) | = | 0 | = | 0 |
| hydraulic conductivity (k) | = | HAS NOT BEEN CALCULATED |
| flow rate | |
| hydraulic conductivity | |
| hydraulic gradient | |
| flow cross sectional area |
| hydraulic gradient | |
| pressure head at point 1 | |
| pressure head at point 2 | |
| length of column |
| seepage velocity | |
| darcy velocity or flux | |
| flow gross cross sectional area | |
| voids effective cross sectional area |
| darcy velocity or flux | |
| hydraulic conductivity | |
| hydraulic gradient |
| seepage velocity | |
| darcy velocity or flux | |
| porosity |
| void ratio | |
| voids volume | |
| solids volume |
| porosity | |
| voids volume | |
| total volume |
| total volume | |
| voids volume | |
| solids volume |
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