Tensiometer and method of determining soil moisture potential in below-grade earthen soil
Abstract
A tensiometer to in situ determine below-grade soil moisture, potential of earthen soil includes, a) an apparatus adapted for insertion into earthen soil below grade, the apparatus having a below-grade portion, and, comprising; b) a porous material provided in the below-grade portion, the porous material at least in part defining a below-grade first fluid chamber; c) a first fluid conduit extending outwardly of the first fluid chamber; d) a first controllable isolation valve provided within the first fluid conduit, the first controllable isolation valve defining a second fluid chamber in fluid communication with the first fluid chamber through the first fluid conduit and the isolation valve, the first controllable isolation valve being received within the below-grade portion; and e) a pressure transducer in fluid communication with the first fluid chamber, the pressure transducer being received within the below-grade portion. An alternate embodiment includes an apparatus adapted for insertion into earthen soil below grade, the apparatus having a below-grade portion, and including: i) a porous material provided in the below-grade portion, the porous material at least in part defining a below-grade first fluid chamber; and ii) a pressure sensing apparatus in fluid communication with the first fluid chamber, the pressure sensingmore »
- Inventors:
-
- Idaho Falls, ID
- Albuquerque, NM
- Issue Date:
- Research Org.:
- Idaho National Laboratory (INL), Idaho Falls, ID (United States)
- OSTI Identifier:
- 871583
- Patent Number(s):
- 5758538
- Assignee:
- Lockheed Martin Idaho Technologies Company (Idaho Falls, ID)
- Patent Classifications (CPCs):
-
E - FIXED CONSTRUCTIONS E02 - HYDRAULIC ENGINEERING E02D - FOUNDATIONS
G - PHYSICS G01 - MEASURING G01N - INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- DOE Contract Number:
- AC07-94ID13223
- Resource Type:
- Patent
- Country of Publication:
- United States
- Language:
- English
- Subject:
- tensiometer; method; determining; soil; moisture; potential; below-grade; earthen; situ; determine; apparatus; adapted; insertion; below; grade; portion; comprising; porous; material; provided; defining; fluid; chamber; conduit; extending; outwardly; controllable; isolation; valve; communication; received; pressure; transducer; alternate; embodiment; including; ii; sensing; entirely; disclosed; moisture potential; pressure sensing; soil moisture; below grade; apparatus adapted; extending outwardly; fluid chamber; porous material; fluid communication; pressure transducer; alternate embodiment; material provided; earthen soil; sensing apparatus; isolation valve; situ determine; below-grade soil; soil below; conduit extending; fluid conduit; below-grade earthen; determining soil; determine below-grade; /73/
Citation Formats
Hubbell, Joel M, Mattson, Earl D, and Sisson, James B. Tensiometer and method of determining soil moisture potential in below-grade earthen soil. United States: N. p., 1998.
Web.
Hubbell, Joel M, Mattson, Earl D, & Sisson, James B. Tensiometer and method of determining soil moisture potential in below-grade earthen soil. United States.
Hubbell, Joel M, Mattson, Earl D, and Sisson, James B. Tue .
"Tensiometer and method of determining soil moisture potential in below-grade earthen soil". United States. https://www.osti.gov/servlets/purl/871583.
@article{osti_871583,
title = {Tensiometer and method of determining soil moisture potential in below-grade earthen soil},
author = {Hubbell, Joel M and Mattson, Earl D and Sisson, James B},
abstractNote = {A tensiometer to in situ determine below-grade soil moisture, potential of earthen soil includes, a) an apparatus adapted for insertion into earthen soil below grade, the apparatus having a below-grade portion, and, comprising; b) a porous material provided in the below-grade portion, the porous material at least in part defining a below-grade first fluid chamber; c) a first fluid conduit extending outwardly of the first fluid chamber; d) a first controllable isolation valve provided within the first fluid conduit, the first controllable isolation valve defining a second fluid chamber in fluid communication with the first fluid chamber through the first fluid conduit and the isolation valve, the first controllable isolation valve being received within the below-grade portion; and e) a pressure transducer in fluid communication with the first fluid chamber, the pressure transducer being received within the below-grade portion. An alternate embodiment includes an apparatus adapted for insertion into earthen soil below grade, the apparatus having a below-grade portion, and including: i) a porous material provided in the below-grade portion, the porous material at least in part defining a below-grade first fluid chamber; and ii) a pressure sensing apparatus in fluid communication with the first fluid chamber, the pressure sensing apparatus being entirely received within the below-grade portion. A method is also disclosed using the above and other apparatus.},
doi = {},
journal = {},
number = ,
volume = ,
place = {United States},
year = {1998},
month = {6}
}
Works referenced in this record:
A Tensiometer and pore Water Sampler for Vadose zone Monitoring
journal, January 1987
- Morrison, Robert D.; Szecsody, Jim E.
- Soil Science, Vol. 144, Issue 5