Method and system for monitoring soil properties

• US 20090038390A1
• Filed: 07/31/2008
• Published: 02/12/2009
• Est. Priority Date: 01/31/2006
• Status: Active Grant

• Current Assignee: Ben Gurion University of The Negev
• Original Assignee: Ben Gurion University of The Negev
• Inventors: Dahan, Ofer
• Granted Patent: US 8,381,582 B2
• Time in Patent Office: Days
• US Class Current: 73/152.240
• CPC Class Codes: E21B 49/10 using side-wall fluid samplers or testers
• CPC Class Codes: G01N 33/246 for water content for control of watering A01G25/167

Abstract

The present application is directed to a method and apparatus for monitoring soil hydraulic properties, and for collecting soil pore-water samples, in relatively undisturbed soil conditions, by means of a vadose zone probe (10) adapted to be mounted on an inflatable sleeve (18) for installation in a borehole (14) formed in the vadose zone, said vadose zone probe comprises a fluid cell (15) having one or more conduits (13a, 13b, 13c) connected thereto for externally accessing its interior, and a porous medium (11) installed in, or formed on, one of its walls for allowing passage of liquid between the interior of said fluid cell and the borehole soil, wherein said vadose zone probe is made from an elongated body having a front (10f) and rear (10r) sides, and wherein said rear side is substantially flat and said front side is made from a deformable and permeable material, or having a curvature corresponding to the curvature of said borehole.

Claims

1. A vadose zone probe adapted to be mounted on an inflatable sleeve for installation in a borehole formed in the vadose zone, comprising:

a fluid cell having one or more conduits connected thereto for externally accessing its interior, and a porous medium installed in, or formed on, one of its walls for allowing passage of liquid between the interior of said fluid cell and the borehole soil, wherein said vadose zone probe is made from an elongated body having a front and rear sides, and wherein said rear side is substantially flat and said front side is made from a deformable and permeable material, or having a curvature corresponding to the curvature of said borehole.

2. The vadose zone probe according to claim 1, wherein the ends of the elongated body of said vadose zone probe are configured in an acute angle to the front side.

3. The vadose zone probe according to claim 1, wherein the outer surface of the porous medium is curved about its length, and wherein said porous medium is being attached over, or in, an opening formed in a wall of the fluid cell facing the front side of the vadose zone probe such that the outer surface of said porous medium aligns with, or slightly protrudes from, the surface of the front side of said vadose zone probe.

4. The vadose zone probe according to claim 1, wherein the porous medium is an elongated cup having a cavity and an opening being attached over, or in, a corresponding opening provided in the base of the fluid cell, and wherein at least the portion of said fluid cell comprising said porous medium is covered with a permeable and deformable medium.

5. The vadose zone probe according to claim 4, wherein the permeable and deformable medium is implemented by a net, used for enclosing at least a portion of said fluid cell comprising said porous medium, and a grainy material filling the space between said net and said portion of said fluid cell.

6. The vadose zone probe according to claim 4, wherein the permeable and deformable medium is made of a material selected from the group consisting of:

porous plastics, sponges, clay, or very soft porous polymer.

7. The vadose zone probe according to any one of claims 1 to 6, wherein the filling material used for inflating the flexible sleeve is selected from the following group of material:

dry sand, gas, liquid, solidifying liquid, two-component urethane, concrete, epoxy resin, and foaming material.

8. The vadose zone probe according to any one of claims 1 to 7, further comprising an external pressure source connected to one of the one or more conduits for applying pressure/vacuum conditions in the fluid cell.

9. The vadose zone probe according to any one of claims 1 to 8, further comprising one or more sensing means installed in the fluid cell and electrically linked to external monitoring device(s) by means of conducting lines passing along the flexible sleeve.

10. The vadose zone probe according to any one of claims 1 to 9, further comprising controllable valves installed on the one or more conduits.

11. The vadose zone probe according to claims 8, 9 or 10, wherein the pressure source, sensing means, and/or controllable valves, are linked to an external control device adapted to receive inputs from said sensors and provide control signals to said pressure source and/or controllable valves.

12. A method for determining the quality and/or purity of soil and pore-water in the vadose zone, comprising:

drilling a borehole across a section of the vadose zone;

lowering into said borehole an inflatable sleeve comprising one or more vadose zone probes mounted thereon, said inflatable sleeve adapted to be installed in a borehole formed in the vadose zone, and each of said vadose zone probes comprises a fluid cell having one or more conduits connected thereto for externally accessing its interior, and a porous medium installed in, or formed on, one of its walls for allowing passage of liquid between the interior of said fluid cell and the borehole soil;

filling said inflatable sleeve with a filling material such that a continuous pressure is applied over said one or more vadose zone probes, thereby pressing them against the wall of the borehole and obtaining hydraulic continuity therebetween through said porous medium;

introducing a volume of liquid into said fluid cells via said one or more conduits; and

whenever needed, removing volumes of liquid from said fluid cell via said one or more conduits.

13. The method according to claim 12, further comprising measuring the pressure in the fluid cells by means of pressure sensing means installed in said fluid cells, wherein said measuring is carried via conducting wires electrically connected thereto.

14. The method according to claim 12, further comprising controlling the level of liquid contained in the fluid cells by means of liquid level sensing means installed thereinside such that whenever the level of liquid in a fluid cell exceeds a predetermined upper threshold a volume of liquid is removed therefrom via said one or more conduits, and whenever the level of liquid in a fluid cell is beyond a predetermined lower threshold level a volume of liquid is introduced thereto via said one or more conduits.

15. The method according to claim 14, further comprising applying pressure/vacuum conditions in the fluid cell via the one or more conduits whenever removing/introducing a volume of liquid from the fluid cell.

16. The method according to any one of claims 12 to 15 further comprising controlling the passage of fluids through the one or more conduits by means of controllable valves installed thereon.

17. A system for determining the quality and/or purity of soil and pore-water in the vadose zone, comprising:

an inflatable sleeve adapted to be installed in a borehole formed in the vadose zone; and

one or more vadose zone probes mounted on said inflatable sleeve, said vadose zone probes comprises a fluid cell having one or more conduits connected thereto for externally accessing its interior, and a porous medium installed in, or formed on, one of its walls for allowing passage of liquid between the interior of said fluid cell and the borehole soil.

18. A system according to claim 17, wherein the porous medium is covered by a permeable and deformable medium.