GB2137760A - Indicating soil moisture content - Google Patents
Indicating soil moisture content Download PDFInfo
- Publication number
- GB2137760A GB2137760A GB08404741A GB8404741A GB2137760A GB 2137760 A GB2137760 A GB 2137760A GB 08404741 A GB08404741 A GB 08404741A GB 8404741 A GB8404741 A GB 8404741A GB 2137760 A GB2137760 A GB 2137760A
- Authority
- GB
- United Kingdom
- Prior art keywords
- cap
- reservoir
- tensiometer
- accordance
- fluid
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
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Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
- G01N33/24—Earth materials
- G01N33/246—Earth materials for water content
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- Life Sciences & Earth Sciences (AREA)
- Health & Medical Sciences (AREA)
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Food Science & Technology (AREA)
- Analytical Chemistry (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Medicinal Chemistry (AREA)
- Physics & Mathematics (AREA)
- Remote Sensing (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Measuring Fluid Pressure (AREA)
Abstract
A tensiometer comprises a tube 4 which is filled with deaired water, the filling continuing until a mensiscus upstands from the top of transparent reservoir 2. The reservoir is closed by means of a cap 1 of which the inner facing surface 1a is of conical shape with the apex extending into the reservoir. Thus any entrained air and surplus water is expelled through overflow port 1d as the cap is tightened, ensuring that no air is trapped within the reservoir. The lower end of tube 4 carries a water permeable ceramic tip 5 and prior to filling, the assembly is inserted vertically into the ground with the tip 5 positioned at the depth to be tested. <IMAGE>
Description
SPECIFICATON
Instruments for indicating soil moisture content
This invention relates to instruments for
indicating the moisture content of soils, such
instruments being known as "tensiometers". Such
term will be used hereinafter.
Tensiometers are used to indicate whether or
not a section of cultivated ground requires
irrigation and are normally inserted into the soil at
appropriately spaced locations. Such instruments should ideally be of low cost, and have good
accuracy and should require as little as possible
skill in setting up.
Tensiometer instruments to which the
invention relates have a body containing water with a porous ceramic membrane which is inserted to the appropriate depth in the soil. The ceramic membrane forms a tip to the instrument and a suction effect is created according to moisture content of the soil with the suction being indicated on an appropriate instrument. Such instruments can suffer from loss of water through the permeable tip and this is greatly affected by the gaseous content of the water, in particular entrained air within the instrument body.
It is an object of this invention to provide a tensiometer instrument which is of simple construction and which can be filled with water in a simple manner which avoids significant quantities of air being entrained.
According to this invention a tensiometer comprises an elongate tube having a porous ceramic tip at one end and a fluid reservoir at the other end, the open upper end of the reservoir being closable by a cap carrying a pressure gauge with the inner facing fluid contacting surface of the cap projecting, a fluid overflow port being provided in a side portion of the cap and arranged so that as the cap is fitted to the reservoir any air and fluid are displaced through said port.
Preferably the fluid reservoir is of a transparent material or has a transparent portion. The surface of the cap will preferably project conically as such a surface may be formed readily.
In use the body of the tensiometer is inserted into the ground with the porous tip at the required depth and the reservoir filled to form a meniscus of fluid upstanding from the top of the reservoir.
Preferably the cap and reservoir are interconnected by screw threading with a sealing member provided within the cap. As the cap is screwed down air is initially displaced through a port in the side wall of the cap followed by displacement of the fluid which forms the meniscus. The internal surface of the cap contains a conical projection which further serves to displace fluid. This ensures that the reservoir is substantially free from air. With tensiometers it is important to ensure exclusion of air which will otherwise cause unacceptable quantities of water to be drawn out through the tip and also cause a serious lag in response time.
The cap preferably includes a pressure gauge connected directly therewith and operatively coupled via a passageway opening at the apex of the cone forming the inner cap surface. The fluid overflow port in the cap may be positioned closely adjacent the periphery of the conical inner surface and the threaded side wall serving for connection with the reservoir. The overflow port will preferably communicate with a groove located around the inner periphery of the cap.
Further details apertaining to the invention are described by way of example shown in the accompanying drawings, wherein:
Figure 1 shows a longitudinal section through one embodiment of tensiometer according to the invention,
Figure 2 shows a similar view of the second embodiment, and
Figure 3 shows an apparatus for filling the pressure gauge with water.
Referring firstly to Figure 1, a tensiometer comprises an elongate cylindrical body 4 to one end of which is secured a water permeable ceramic tip 5. The other end of tube 4 carries a connector 3 which supports a transparent reservoir 2. The assembly is inserted into the ground to an appropriate depth with the tip 5 being at a level at which it is desired to monitor the water content. The tube will be positioned vertically.
After installation the tube 4 is filled with deaired water and the filling continues into reservoir 2 until a meniscus upstands from the top of the reservoir. The reservoir is closed by means of a cap 1 of which the inner facing surface 1 a is of conical shape with the apex extending into the reservoir. The conical surface 1 a is connected to the body of the cap 1 by an extension shoulder 1 h which is parallel with and spaied slightly from the inner wail of reservoir 2. This brings the surface 1 a more into the reservoir 2 when screwed home.
The cap includes a skirt 1 b with screw threading engaging complementary threading at the top of the reservoir 2. The cap 1 carries a pressure indicating gauge 6 which communicates via passageway 1 c with the apex of the conical surface 1 a. After filling the reservoir and the tube, cap 1 is screwed on to the reservoir 2 and partly due to the meniscus which upstands from the reservoir caused by surface tension and partly due to the conical surface 1 a, water is displaced through a port 1 d which communicates with an internal circumferential groove 1 e. Thus, as the cap 1 is screwed home any entrained air and surplus water is expelled through port 1 d, the conical surface 1 a in conjunction with shoulder 1 h thus ensuring that little or no air is trapped within the reservoir.The cap 1 also includes a groove 1f housing a sealing ring 1 g which forms a watertight seal with the top of the reservoir 2 when the cap is fully home.
By providing the reservoir 2 of transparent material, visual observation of the ingress of any air can be made during normal use.
Prior to fitting the cap 1 together with gauge 6, this assembly is filled with de-aired water and a convenient means for achieving this is illustrated in Figure 3. In this arrangement the cap 1 with gauge 6 is fitted to one limb of a T-fitting 30, the lower limb of which is coupled to container 31 for de-aired water and coupled via a valve 32. A tube 31 a extends into container 31 to below the water level and connects via valve 32 with an injection tube 30a extending into the bore 1 c in cap 1 and communicating with gauge 6. The remaining limb of the T is connected via further valve 33 and nonreturn valve 34 with a vacuum pump fitted to connector 35. To ensure complete filling of the gauge 6 air is first of all exhausted via the vacuum pump connector 35 whilst valve 33 is open and valve 32 closed.When all air has been exhausted the valve 33 is closed and water may then be introduced into gauge 6 through connector 1 by opening valve 32, and thus allowing water from container 31 to flow into the valve unit. The valve and cap will retain the water sufficiently to enable the cap to be fitted to the reservoir 2. The apparatus will conveniently be constructed of plastics material and with the various parts 4, 3 and 2, may be joined by cementing with an appropriate tip 5 being cemented to the bottom of the tube.
A modified arrangement is shown in Figure 2 wherein the tube 4 is sheathed in a further protective tube 4a which is connected to the tip 5.
The tube 4 passes through the centre of the connector 3 and is cemented to same.
The arrangement described provides a particularly simple and low cost construction which can be assembled in a simple manner whereby air is automatically displaced during the attachment of the cap. The device can also be readily topped up with de-aired water whilst installed.
Claims (8)
1. A tensiometer comprising an elongate tube having a porous ceramic tip at one end and a fluid reservoir at the other end, the open upper end of the reservoir being closable by a cap carrying a pressure gauge with the inner facing fluid contacting surface of the cap projecting, a fluid overflow port being provided in a side portion of the cap and arranged so that as the cap is fitted to the reservoir any air and fluid are displaced through said port.
2. A tensiometer in accordance with Claim 1, wherein the fluid reservoir is of a transparent material or has a transparent portion therein.
3. A tensiometer in accordance with Claim 1 or 2, wherein the surface of the cap projects conically.
4. A tensiometer in accordance with any preceding Claim, wherein the cap and reservoir are interconnected by screw threading with a sealing member provided within the cap.
5. A tensiometer in accordance with any preceding Claim wherein the cap includes a pressure gauge connected directly therewith and operatively coupled via a passageway opening at the apex of the cone forming the inner cap surface.
6. A tensiometer in accordance with any preceding Claim, wherein the port in the cap is located closely adjacent the periphery of the projecting surface of the cap and the side wall of the cap.
7. A tensiometer in accordance with Claim 6, wherein the port in the side wall of the cap communicates with a groove provided around the inner periphery of the cap adjacent the base of the projecting surface.
8. A tensiometerconstructed as herein described and as shown in Figures 1 or 2 or 3 of the accompanying drawings.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB08404741A GB2137760B (en) | 1983-04-06 | 1984-02-23 | Indicating soil moisture content |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB8309315 | 1983-04-06 | ||
GB08404741A GB2137760B (en) | 1983-04-06 | 1984-02-23 | Indicating soil moisture content |
Publications (3)
Publication Number | Publication Date |
---|---|
GB8404741D0 GB8404741D0 (en) | 1984-03-28 |
GB2137760A true GB2137760A (en) | 1984-10-10 |
GB2137760B GB2137760B (en) | 1986-07-09 |
Family
ID=26285744
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB08404741A Expired GB2137760B (en) | 1983-04-06 | 1984-02-23 | Indicating soil moisture content |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB2137760B (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3911151A1 (en) * | 1989-04-06 | 1990-10-11 | Joachim Schmidt | Measuring device for determining soil properties |
US5000051A (en) * | 1988-08-22 | 1991-03-19 | Michael Bredemeier | Lysimeter probe which may be inserted into the ground |
DE19820091A1 (en) * | 1998-05-06 | 1999-11-25 | Forschungszentrum Juelich Gmbh | Ground water extraction probe with internal water supply for backflush |
FR2788598A1 (en) * | 1999-01-19 | 2000-07-21 | Agriquem S L | Extractor and sampler for solution of substrate e.g. soil has probe in form of porous porcelain pyrometric capsule connected to inert tube |
US6772621B2 (en) * | 2002-10-31 | 2004-08-10 | Bechtel Bwxt Idaho, Llc | Tensiometer methods and apparatus |
US6852286B2 (en) * | 2000-06-09 | 2005-02-08 | Estanislao Martinez Martinez | Device for extracting and taking samples from an aqueous solution in a substrate |
US6976386B1 (en) | 2002-10-31 | 2005-12-20 | Battelle Energy Alliance, Llc | Tensiometer methods |
US7311011B2 (en) | 2002-10-31 | 2007-12-25 | Battelle Energy Alliance, Llc | Apparatuses for interaction with a subterranean formation, and methods of use thereof |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1174635A (en) * | 1967-09-13 | 1969-12-17 | Nii Gidrometeorologicheskogo P | Improvements in or relating to Soil Tensiometers |
GB1454674A (en) * | 1974-06-18 | 1976-11-03 | Savvides L | Tensiometers |
-
1984
- 1984-02-23 GB GB08404741A patent/GB2137760B/en not_active Expired
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1174635A (en) * | 1967-09-13 | 1969-12-17 | Nii Gidrometeorologicheskogo P | Improvements in or relating to Soil Tensiometers |
GB1454674A (en) * | 1974-06-18 | 1976-11-03 | Savvides L | Tensiometers |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5000051A (en) * | 1988-08-22 | 1991-03-19 | Michael Bredemeier | Lysimeter probe which may be inserted into the ground |
DE3911151A1 (en) * | 1989-04-06 | 1990-10-11 | Joachim Schmidt | Measuring device for determining soil properties |
DE19820091A1 (en) * | 1998-05-06 | 1999-11-25 | Forschungszentrum Juelich Gmbh | Ground water extraction probe with internal water supply for backflush |
FR2788598A1 (en) * | 1999-01-19 | 2000-07-21 | Agriquem S L | Extractor and sampler for solution of substrate e.g. soil has probe in form of porous porcelain pyrometric capsule connected to inert tube |
US6852286B2 (en) * | 2000-06-09 | 2005-02-08 | Estanislao Martinez Martinez | Device for extracting and taking samples from an aqueous solution in a substrate |
US6772621B2 (en) * | 2002-10-31 | 2004-08-10 | Bechtel Bwxt Idaho, Llc | Tensiometer methods and apparatus |
US6976386B1 (en) | 2002-10-31 | 2005-12-20 | Battelle Energy Alliance, Llc | Tensiometer methods |
US7311011B2 (en) | 2002-10-31 | 2007-12-25 | Battelle Energy Alliance, Llc | Apparatuses for interaction with a subterranean formation, and methods of use thereof |
Also Published As
Publication number | Publication date |
---|---|
GB2137760B (en) | 1986-07-09 |
GB8404741D0 (en) | 1984-03-28 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PCNP | Patent ceased through non-payment of renewal fee |