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

  • All (4-12)

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:

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

Double ring infiltrometer

What to do and how to do it

  1. 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.
  2. 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.
  3. As quickly as possible, do the following, using a team of 3-4 students:
  4. 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.
  5. As the water level in the inner can reaches the upper reference mark,
  6. As the water level in the inner can reaches the lower reference mark,
  7. Continue repeating steps 5-6 for 45 minutes or until two consecutive interval times are within 10 sec. of each other.
  8. 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.
  9. Remove the rings
  10. Measure the near-surface saturated value of soil moisture from the spot you just removed the rings. Follow the Gravimetric Soil Moisture protocol.
  11. 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

infiltration plot

Last updated: 5/19/97; Comments? globe@hwr.arizona.edu

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