Drainage in finite-sized unsaturated zones |
| |
| Authors: | David A DiCarlo |
| |
| Institution: | National Sedimentation Laboratory, Agricultural Research Service, US Department of Agriculture, Oxford, MS 38655, USA |
| |
| Abstract: | After the initiation of gravity drainage, water is often assumed to be either (a) draining under unit gradient, or (b) at capillary/gravity equilibrium. Both of these simplifications can be useful, but the regimes of validity of each assumption must be delineated. Water pressures are measured versus time and distance as water drains out of a 1.6 m long sand column to determine the relative effects of capillary and gravitational forces during drainage. For medium sized sands (0.15–0.3 mm in diameter), the capillary pressure is constant in space in a large region of the column for over 12 days, and the water continues to flow under unit gradient for relatively long time scales. Similar results are seen for finer sands, but with a much faster approach to equilibrium. Numerical simulations and analytical estimates are presented and compare favorably to the measurements. Together, the experimental, theoretical and analytical results are used to calculate when capillary/gravity equilibrium is reached as a function of porous media properties and length of the unsaturated zone. The ratio of the length of the unsaturated zone to the bubbling pressure is a key parameter in determining the drainage regime, and that even for relatively short unsaturated zones the equilibrium time scale can be on the order of years. |
| |
| Keywords: | Unsaturated flow Drainage Capillary pressures Saturation Tensiometers |
| 本文献已被 ScienceDirect 等数据库收录！ |
|
