Self-compensating tensiometer and method

• US 20020112531A1
• Filed: 02/22/2001
• Published: 08/22/2002
• Est. Priority Date: 02/22/2001
• Status: Active Grant

• Current Assignee: Battelle Energy Alliance LLC (Battelle Memorial Institute)
• Original Assignee: Bechtel BWXT Idaho, LLC
• Inventors: Sisson, James B., Hubbell, Joel M.
• Granted Patent: US 6,539,780 B2
• Time in Patent Office: Days
• US Class Current: 73/73
• CPC Class Codes: E02D 1/06 Sampling of ground water
• CPC Class Codes: G01N 33/246 for water content

Abstract

A pressure self-compensating tensiometer and method to in situ determine below grade soil moisture potential of earthen soil independent of changes in the volume of water contained within the tensiometer chamber, comprising a body having first and second ends, a porous material defining the first body end, a—liquid within the body, a transducer housing submerged in the liquid such that a transducer sensor within the housing is kept below the working fluid level in the tensiometer and in fluid contact with the liquid and the ambient atmosphere.

Claims

1. A pressure self-compensating tensiometer to in situ determine below-grade soil moisture potential of earthen soil within a bore hole, comprising:

a body having opposite first and second ends and being adapted for complete insertion into earthen soil below grade;

a porous cup material provided at the first body end, the porous material at least in part defining a fluid chamber within the body at the first end;

a liquid received within the fluid chamber;

a pressure transducer mounted within a transducer housing, the transducer housing having first and second ends and being immersed within the liquid;

the transducer housing first end being opened to the liquid;

a reference port connected between the transducer housing second end and a reference vent tube, the reference vent tube venting to the atmosphere.

2. The tensiometer of claim 1 further comprising suspension means connected to the body adjacent the second body end, the suspension means being of sufficiently strength to gravitationally freely self suspend the self-compensating transducer and to lower the transducer down the bore hole such that the porous material contacts the earthen soil within the bore hole.

3. The tensiometer of claim 2 wherein the suspension means is a flexible tube.

4. The tensiometer of claim 1 wherein the pressure transducer is encapsulated, but for the first housing end, in a solid material to stabilize the transducer housing within the body.

5. The tensiometer of claim 4 wherein the solid material is an epoxy.

6. A pressure self-compensating tensiometer to in situ determine below-grade soil moisture potential of earthen soil within a bore hole, comprising:

a body having opposite first and second ends and being adapted for complete insertion into earthen soil below grade;

a porous cup material provided at the first body end, the porous material at least in part defining a fluid chamber within the body at the first end;

a liquid received within the fluid chamber;

a pressure transducer mounted within a transducer housing, the transducer housing having first and second ends;

the transducer housing first end in fluid communication with the liquid;

a reference port connected between the transducer housing second end and a reference vent tube, the reference vent tube venting to the atmosphere;

a solid material substantially encapsulating the transducer housing except for the transducer housing first end to stabilize the pressure transducer and housing.

7. The tensiometer of claim 6 further comprising suspension means connected to the body adjacent the second body end, the suspension means being of sufficiently strength to gravitationally freely self suspend the self-compensating transducer and to lower the transducer down the bore hole such that the porous material contacts the earthen soil within the bore hole.

8. The tensiometer of claim 6 wherein the suspension means is a flexible tube.

9. The tensiometer of claim 6 wherein the solid material is an epoxy.

10. A method of monitoring soil moisture potential in below-grade earth soil comprising:

providing a body having opposite first and second ends, a porous material provided at the first body end, the porous material at least in part defining a fluid chamber with the body at the first end, the fluid chamber being fluidicially sealed within the body but for the porous material, a liquid received within the fluid chamber, a pressure transducer within a housing, the housing contained within the fluid chamber and submerged in the liquid such that one end of the transducer is in fluid communication with the liquid and an opposite end of the transducer is vented to the atmosphere,

lowering the body, transducer and liquid below grade into an opening provided in earthen soil until the porous material reaches and contacts earthen soil;

permitting the liquid to permeate to the porous material to cause a change in pressure in the fluid chamber;

determining the change in pressure with the pressure transducer relative to atmospheric pressure and independent of amount of liquid.