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The
tensiometer is a simple and reliable instrument designed to directly measure
the potential, or tension, of water held in the soil profile. Tension
is a measure of how tightly the water is bound to the soil, and is an
indication of the availability of the water for uptake by plant roots
and for movement within the soil profile. Tension is also related to water
content, and can give an indication of the amount of water in the profile.
The
tensiometer consists of several main components: a porous ceramic cup,
a water reservoir tube, a dial gauge, and an endcap. The porous ceramic
cup regulates the flow of water into and out of the tensiometer, and comes
into equilibrium with the tension in the soil. The reservoir tube holds
a supply of water, which the tensiometer needs to operate. An endcap seals
the unit and allows tension to be maintained inside the tensiometer. The
dial gauge provides a reading of the tension.
Theory
of operation
Water
is held in the soil by attraction of the water molecules to the soil particles.
Water is held in pore spaces between soil particles, and moves through
interconnected pore spaces. When a soil is saturated, all of the pore
spaces are filled with water. As water drains or is removed by plant roots
or due to evaporation, the water content of the pores decreases, with
air entering the pore spaces. Water in the center of the pores, farthest
away from the soil particles, is held less tightly and moves easily. As
the water held less tightly is removed, water bound more tightly remains,
and the tension of the soil water increases.
Preparing for installation
The
tensiometer must be prepared prior to installation in the soil. Preparation
consists of filling the tensiometer with water, checking the dial gauge,
and marking the depth of installation on the tube.
Filling the tensiometer
The tensiometer must be filled with water, and all air removed, in order
to operate. This is accomplished by immersing the ceramic cup in a container
of water and drawing water into the tensiometer reservoir tube with a
vacuum pump.
Water is drawn into the tensiometer tube through the porous cup, filling
the pores and replacing the air in the cup with water. When the reservoir
tube is completely filled with water, the vacuum pump is removed, and
the tensiometer is removed from the container of water. To ensure that
all air is removed, deaerated water is used to fill the tensiometer. Deaerated
water is prepared by boiling water until all air bubbles are removed,
and then cooling the water. If deaerated water is not available, air dissolved
in the water can be removed by applying a vacuum and drawing the air out
of solution. After the tensiometer is filled and removed from the container
of water, the pump is attached and a vacuum is applied, which draws air
out of the water and also removes air bubbles held onto the sides of the
tube and inside the dial gauge. With the tensiometer filled and all air
removed, the tensiometer is sealed by replacing the endcap. Water may
begin to evaporate from the ceramic cup, which will increase the tension
inside the tensiometer. If the gauge does not respond, the tensiometer
should be checked for leaks, especially around the dial gauge connection.
Checking the dial gauge
The dial gauge should be checked for accuracy in order to obtain the most
reliable measurements with the tensiometer. The Bourdon-tube gauge, used
on most commercially available tensiometers, is an inexpensive yet reliable
gauge but frequently has a bias or offset which can be measured and corrected
for. To determine the offset of the gauge, the endcap on the tensiometer
reservoir tube is removed, and a vacuum pump with an accurate gauge is
attached. A vacuum is created inside the tensiometer with the vacuum pump,
and the reading on the pump gauge is compared to the reading on the tensiometer
gauge. The vacuum level should be set to several different values, and
the gauge readings compared in order to obtain an accurate offset value,
and to ensure that the offset is constant. The difference between the
two gauge readings is the gauge offset,
offset
= Tpump gauge –
Tdial gauge where
offset = gauge offset, or bias, measured in centibars (cb)
Tpump
gauge = tension measured by tensiometer dial gauge, measured in cb.
Tdial gauge = tension measured by tensiometer dial gauge, measured in
cb.
The
gauge offset is recorded and used to correct the dial-gauge readings,
Tactual = Tdial gauge + offset.
The offset can be written on the dial gauge itself with a permanent marker
so that gauge readings can be adjusted as the gauge is read.
Column-height
adjustment
The
column of water inside the tensiometer affects the tensiometer measurements
due to the gravitational pull, or weight, of the water. The tension inside
the tensiometer is in equilibrium with the tension exerted by the soil
plus the additional pull due to the weight of the water column. The tension
measured by the gauge can be adjusted to indicate the actual water tension
in the soil by subtracting the contribution due to the weight of the water,
Tsoil
water = Tdial gauge –
weight of water column.
The
influence of the weight of the water column is determined by measuring
the height of the water column and converting it to an equivalent pressure.
A column of water 10 cm high exerts a pressure of approximately 1 cb,
so for each 1 cm of water a pressure of 0.1 cb is exerted. The water column-height
adjustment is found by measuring the height of the water column and multiplying
by 0.1 cb,
wc
= h * 0.1 cb/cm,
where
wc
= water column-height adjustment, measured in cb
h = height of the water column, measured in cm.
Tensiometer
readings can then be adjusted to more accurately indicate the tension
in the soil by subtracting the water-column adjustment,
Tsoil
water = Tdial gauge –
wc.
Adjusting
for the water-column height can be simplified by maintaining the water
level inside the tensiometer at a constant height. Water-level changes
of less than 10 cm will cause errors of less than 1 cb, which can often
be ignored.
Marking
installation and water-column depths
To
ensure that the tensiometer is installed at the proper depth, the intended
depth of installation can be measured and marked on the tensiometer body
prior to installation. The depth of installation is measured from the
center of the ceramic cup up along the reservoir tube. A mark is made
on the body tube with a permanent marker.
The
height of the water column inside the body tube can also be measured.
This height is measured from the center of the ceramic cup up to the water
level. A mark is made on the reservoir tube with a permanent marker. If
the water level is maintained at this level, the column-height adjustment
will be constant, simplifying the column-height adjustment.
Installation
The tensiometer is installed in the field by first selecting a suitable
location. Factors which can influence the location include soil type and
variability, crop type, rooting depth and pattern, and irrigation system
type and operation. For shallow-rooted crops, a single tensiometer is
often used, while two or more are used with deeper-rooted crops. When
two tensiometers are used, one is placed in the active root zone, at a
depth of approximately one quarter of the root-zone depth. The second
tensiometer is placed at the bottom of the root zone. The upper tensiometer
is used to indicate conditions in the active root zone, while the lower
one is used to indicate when over-irrigation or leaching from the root
zone occur.
After
the location has been determined, a hole is excavated in the soil. An
auger with a diameter of 22 mm (0.87 in) will produce the properly sized
hole. Since the depth of measurement is measured from the center of the
ceramic cup, the depth of the hole will be slightly deeper, approximately
3 cm, to accommodate the extra length of the ceramic cup.
If
a hole larger than 22 mm in diameter is excavated, care must be taken
to repack soil around the tensiometer as it is installed. The porous ceramic
cup must be in good physical contact with the soil to allow proper transfer
of water into and out of the tensiometer. Soil excavated from the hole,
which has been sifted to remove larger particles, can be made into a slurry
by adding water, and used to repack around the ceramic cup.
The
excavated hole is refilled and repacked to the original bulk density.
If the soil is too loosely packed, air gaps around the tensiometer tube
may allow rain or irrigation water to run down along the tube and into
the soil profile, influencing the moisture conditions and tensiometer
readings in the immediate area.
Operation
The tensiometer is read periodically to determine the moisture conditions
in the soil and to examine the water-use behavior of the crop. The frequency
of readings depends on the soil's water-holding characteristics, crop-water
use, and evaporative demands. Readings should be made frequently enough
to detect water-use patterns, establish the point where soil water becomes
limited and irrigation is necessary, and predict water use and anticipate
when the next irrigation will be required. Recording and plotting the
tensiometer readings, as well as rainfall and irrigation amounts, provides
the user with information that can be used to better understand the crop's
water-use behavior and to predict the timing and amount of irrigation
necessary.
The
tensiometer is read by first tapping the side of the dial gauge lightly.
This will provide a more accurate reading by overcoming any slight mechanical
forces built up inside the dial gauge. The gauge offset and water column-height
adjustments are then applied to the gauge reading to give the soil-water
tension.
Recommendations
for using the tensiometer measurements to schedule irrigations for a number
of crops are shown in Table 1. The actual tension values at which to begin
an irrigation are selected by the irrigator, and are based on factors
such as crop, variety, growth stage, and soil characteristics. Values
in Table 1 can be used as guidelines and adjusted to fit the irrigator's
specific conditions as required.
Table
1. Guidelines for interpreting tensiometer readings: tension at
which to begin irrigation for various crops.
| Crop
|
Tension
kPa (cb) |
Ref
|
|
Crop
|
Tension
kPa (cb) |
Ref
|
| Alfalfa |
70-80 |
(4) |
|
Grapes
|
50 |
(10) |
| Apricot |
20-50 |
(7) |
|
Grapes |
30-40 |
(12) |
| Avocado |
40-50 |
(4) |
|
Greens
(turnip, mustard, kale) |
25 |
(2) |
| Beans
(dry, Lima, snap) |
45 |
(2) |
|
Leek |
25 |
(2) |
| Beans
(pole) |
34 |
(2) |
|
Lettuce
(head, Bibb, leaf) |
34 |
(2) |
| Beet |
200 |
(2) |
|
Lettuce |
40-50 |
(4) |
| Broccoli |
25 |
(2) |
|
Okra |
70 |
(2) |
| Brussels
Sprouts |
25 |
(2) |
|
Onion |
25 |
(2) |
| Cabbage |
34 |
(2) |
|
Parsnip |
70 |
(2) |
| Carrot |
45 |
(2) |
|
Peas |
70 |
(2) |
| Cantalope |
35-40 |
(4) |
|
Peppers |
45 |
(2) |
| Cantaloupes |
34 |
(2) |
|
Potato
(Irish) |
35 |
(2) |
| Cauliflower |
34 |
(2) |
|
Potato |
30-50 |
(4) |
|
Celery |
25 |
(2) |
|
Pumpkin |
70 |
(2) |
| Celery |
20-30 |
(4) |
|
Radish |
25 |
(2) |
| Chinese
Cabbage |
25 |
(2) |
|
Raspberry |
20-40 |
(5) |
| Citrus |
50-70 |
(4) |
|
Rhubarb |
200 |
(2) |
| Collards |
45 |
(2) |
|
Rutabagas |
45 |
(2) |
| Corn
(sweet) |
45 |
(2) |
|
Small
grains |
70-80 |
(4) |
| Corn |
50-80 |
(4) |
|
Squash
(summer) |
25 |
(2) |
| Cotton |
70-80 |
(4) |
|
Squash
(winter) |
70 |
(2) |
| Cucumber
(pickles, slicer) |
45 |
(2) |
|
Strawberry |
10-20 |
(6) |
| Deciduous
trees |
60-80 |
(4) |
|
Strawberry |
20-30 |
(9) |
| Edible
Soy |
70 |
(2) |
|
Sweetpotato |
200 |
(2) |
| Eggplant |
45 |
(2) |
|
Tomato |
45 |
(2) |
| Fruit
trees |
20-25 |
(8) |
|
Tomato |
60-70 |
(4) |
| Fruit
trees |
30-40 |
(11) |
|
Turnip |
45 |
(2) |
| Grapes |
40-60 |
(4) |
|
Watermelon |
200 |
(2) |
Maintenance
Maintenance involves periodic checks of the water level inside the tensiometer,
refilling the reservoir and removing any air bubbles if needed. Under
irrigated conditions, minimal maintenance may be required since the tensiometer
will often refill automatically as water is drawn in from the soil after
an irrigation. If the tensiometer is allowed to dry sufficiently, it will
need to be refilled by the user and the air removed with a vacuum pump.
Where
freezing conditions may occur, the tensiometer must be removed to avoid
damage to the ceramic cup and dial gauge. The ceramic cup may crack, or
the internal mechanisms of the dial gauge may be damaged, if water held
in these is allowed to freeze. The tensiometers can be stored safely by
removing all water and storing with the endcaps removed, which will allow
any water in the cups or dial gauge to evaporate.
Reference
| (1) |
Alam, M. and D.H. Rogers, 1997.
Tensiometer use in scheduling irrigation. Publication
L-796, Kansas State University Agricultural Experiment Station and
Cooperative Extension Service, Manhattan, Kansas, USA. |
| (2) |
Sanders, D.C., 1997.
Vegetable crop irrigation.
Horticulture Information Leaflet 33-E, North Carolina Cooperative Extension Service, North
Carolina Sate University. |
| (3) |
Stannard, D.I., 1990.
Tensiometers—Theory, construction, and use.
in Nielsen, D.M. and A.I. Johnson (eds), Ground Water and Vadose Zone
Monitoring, American Society for Testing and Materials, Philidelphia.
|
| (4) |
Gratton, S.R. and J. Oster, 1992.
Water quality guidelines for trees and vines.
Drought Tip 92-38, California Department of Water Resources,
LAWR Department-University of California, USDA Drought Response
Office, and USDA Soil Conservation Service. |
| (5) |
Raspberry Newsletter |
| (6) |
Himelrick, D.G., L.M. Curtis, and T.W. Tyson, 19xx.
Commercial Strawberries.
Publication ANR-662, Alabama |
| (7) |
South Australian Research and Development Institute,
1996. SARDI Horticulture-Apricots. SARDI, Adelaide, South Australia. |
| (8) |
The Ohio Fruit ICM News is edited by: Ted W. Gastier,
Ohio State University Extension Huron County Norwalk, OH |
| (9) |
Strawberry Plasticulture Guide for North Carolina
The Southern Region Small Fruit Center, NCSU Centennial Campus,
Raleigh, North Carolina |
| (10) |
Pire C., R., E. Tortolero, Y. de Fréitez, and M.L. de Pire, 1988.
El riego de la vid (Vitis vinifera L.) en el
Tocuyo, estado Lara. I. Relaciones sueloagua. Agronomía Tropical. 38(1-3):
135-154 |
| (11) |
Michigan State University’s Fruit Crop Advisory Team
Alert Vol. 14, No. 5, May 11, 1999 |
| (12) |
Campbell-Clause, J., 1994.
Irrigating table grapes in Carnarvon.
Farmnote No. 48/94, Agriculture Western Australia.
|
| (13) |
Cassel, D.K. and A. Klute, 1986.
Water potential: tensiometry. in
Klute, A. (ed), Methods of Soil Analysis: Part 1 – Physical and Mineralogical
Methods, American Society of Agronomy/Soil Science Society of America: Madison, Wisconsin,
USA. |
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