UA/GLOBE III - Infiltration
Infiltration Protocol
Purpose
To deternine the rate at which water soaks into the ground as a function
of time, which will give the saturated hydraulic conductivity. Infiltration
rates affect how flood-prone an area is and how easily water moves
vertically through the soil.
Overview
Seasonal triplicate measurements of water flow rates (infiltration)
into the soil will be made at several soil/water-related GLOBE sites.
Two nested cans are pushed into the soil and water is added to
both to maintain a depth of about 5 cm. The time it takes water to drop
a fixed 2 cm interval is recorded, repeatedly, as a function of time.
Time Required
It should take about 45 minutes for the
flowrate to approach the "steady-state" saturated rate.
- 1 class period to build and test the double-ring infiltrometer
- 1 class period/meas. (so 3 classes or 3 groups to measure one site)
Skill Level
|
Measurement Frequency
- Seasonal/site (multiple sites encouraged; new classes can repeat and
verify a former measurement). Make measurements near the beginning, middle
and end of your gravimetric soil moisture study period.
Key Concepts
- Infiltration rate changes depending upon the level of
soil saturation
- If water is not stored in the ground, it must evaporate or
runoff
Skills
- Building, testing, organizing, observing, recording, analyzing
- This requires a relatively dry site, water play, monitoring flow
intervals ranging from seconds to minutes and basic data analysis skills.
Materials and Tools
- two metal rings, id=10 to 20 cm, od=id+(5 to 10) cm (Coffee cans work!)
- two plastic paint buckets or milk/water jugs (~4 L each)
- ruler
- waterproof marker
- stop watch or watch with second hand
- Block of wood and hammer
|
Introduction
The rate at which precipitation soaks or infiltrates into the ground
affects two important components of the hydrologic cycle
(runoff and storage) and varies (decreases) as a function of time.
Thus, understanding the water balance of an area depends on estimates of
infiltration. Although
soil texture is an important factor, macro structures due to plant
roots and burrowing animals are equally important and are very difficult
to estimate without careful ground measurements.
The primary objective of this study is to characterize typical soil
infiltration rates for the area selected. It is useful as well to have
the students investigate infiltration rates in atypical areas such as
where the soil is compacted or where burrowing or roots, rather than
soil properties, might determine infiltration rates.
Talk to your class about "rates".
Infiltration rate is determined by measuring
the time it takes a water level to drop a fixed distance. This rate
changes with time as the soil pore space fills with water and reaches
a steady rate, characteristic of saturated water flow through your soil.
There are three flow regimes you might encounter:
- Unsaturated flow - the initial flow rate is high as the dry
soil pores fill with water.
- Saturated flow - the flow rate is steady and water moves into
the soil at a rate determined by soil texture and structure.
- Ponding - the flow rate approaches zero when the ground becomes
totally saturated and is no longer able to conduct water through its pores.
Site selection
Select a site within 2-5 m of the soil moisture or soil characterization
site. Be careful that you do not leave a hose runnning where the water
will flow over your soil moisture sampling points! Observations at other
sites, such as the biometry site, can be made as additional activities.
Follow the general site selection criteria given under the
Overview of Soil Moisture
Measurements in the GLOBE Teacher's Guide.
Preparation
- Spend at least one class period doing the "Water Race" activity.
- Cut the bottom out of your cans
- Use a permanent waterproof marker to partially shade a ring on the
inside of the
smaller can to use as a timing reference mark. It should be 20-30 mm wide
and about 9 cm from the bottom of the can. Many cans have impressed ribs
that make good reference marks but it is still necessary to mark them for
good visibility.
- Measure and record the vertical width of your reference band (in mm)
and the height these bands are above ground level when the cans are pressed
into your soil.
- Measure and record the widths of your inner and outer rings.
- Timing considerations: You can use either a stop watch or a watch
with a second hand. When using a stop watch, start it as water is first
poured into the inner ring and read begin/end times from it for each
subsequent interval (see example below).
- Demonstrate or have the students practice the technique in a sandy
area prior to making measurements at your site - have plenty of water
available!
- While one student team is working on this infiltration protocol, another
team should be making a regular soil moisture observation nearby.
What to do and how to do it
- Clip any vegetation (grass) to the surface and remove all loose
organic cover over an area just larger than your largest can.
Try not to disturb the soil.
- Starting with the smaller can, twist or hammer the cans 2-5 cm into
the soil or as far as it will go easily. A block of wood must be used to distribute the force of
hammering - do not hammer so hard that the can crumples.
- As quickly as possible, do the following, using a team of 3-4 students:
- Pour water into the outer ring, and maintain a level
approximately equal to the level in the inner ring.
- Pour water into the inner ring, to just above the reference mark,
- Start the stopwatch or note the time to the second,
- The outer ring should not be leaking water to the surface around
its rim. If it is, start over in another location, push the outer ring in
deeper and/or pack mud around its base.
- As the water level in the inner can reaches the upper reference mark,
- record the start time
- During the timing interval, maintain the water level in the outer
ring approximately equal to (+/- 4 cm) the inner ring, but be careful not
to pour water into the inner ring or to let it go dry.
- As the water level in the inner can reaches the lower reference mark,
- Record the end time and figure the interval time difference,
- Pour water into the inner ring, just above the reference mark,
- Maintain the water level in the outer ring.
- Continue repeating steps 5-6 for 45 minutes or until two
consecutive interval times are within 10 sec. of each other.
- Some clays and compacted soils will be impervious to water infiltration and your water
levels will hardly drop at all within this time period. In that case
just record the depth of water change (to the nearest mm), if any, and
the length of time over which this change occured. Your run will consist
of a single data interval.
- Remove the rings
- Measure the near-surface saturated value of soil moisture from
the spot you just removed the rings.
Follow the Gravimetric Soil Moisture protocol.
- Make two other infiltration measurements within a 5 m diameter area,
either at the same time using other groups or over several days (if it
does not rain and change near-surface soil water content).
Data Presentation
Use the
"Infiltration Data Worksheet" to record and help calculate the values
needed to plot your results. The flow rate we observe for each timing
interval is really the average value during that interval. It is best to
record that flow rate at the midpoint of the interval times.
Infiltration should decrease with time and it is important that you
keep track of the cummulative time since water was first poured
into the inner ring. Look over the table and graph below and make sure
that you can use the formulas on the Data Worksheet to calculate these
values before analyzing your own data.
Infiltration into Jim's Garden
| Time | Water level | Flow |
| Start |
End |
Interval |
Midpoint |
Cummulative |
Change |
Rate |
| [min] |
[sec] |
[min] |
[sec] |
[min] |
[min] |
[min] |
[mm] |
[mm/min] |
| 31 | 00 |
32 | 00 |
1.00 | 31.50 | 0.50 |
20 | 20.0 |
| 32 | 30 |
34 | 15 |
1.75 | 33.38 | 2.38 |
20 | 11.43 |
| 34 | 30 |
36 | 45 |
2.25 | 35.62 | 4.62 |
20 | 8.89 |
| 37 | 15 |
40 | 00 |
2.75 | 38.62 | 7.62 |
20 | 7.27 |
| 40 | 45 |
44 | 00 |
3.25 | 42.38 | 11.38 |
20 | 6.15 |
| 44 | 15 |
47 | 45 |
3.50 | 46.00 | 15.00 |
20 | 5.71 |
| 48 | 15 |
52 | 00 |
3.75 | 50.12 | 19.12 |
20 | 5.33 |
| 52 | 15 |
56 | 15 |
4.00 | 54.25 | 23.25 |
20 | 5.00 |
| 56 | 30 |
00 | 30 |
4.00 | 58.50 | 27.50 |
20 | 5.00 |
Last updated: 5/19/97;
Comments? globe@hwr.arizona.edu