Unsaturated hydraulic conductivity: Hood Infiltrometer

Field measurement and calculation of the unsaturated hydraulic conductivity K(h) using Hood Infiltrometer (Umwelt Geräte Technik, GmbH.): The Hood Infiltrometer IL-2700 is a device used for determination of saturated and unsaturated hydraulic conductivities in-situ. Compared to other Infiltrometer designs (e.g. Perroux and White, 1988; Ankeny et al, 1991; Vandervaere et al., 1997; Špongrová et al., 2009 and others), infiltrating water is in direct contact with the infiltration surface, there is no need for any contact material, and only cutting the vegetation cover to the approx. 5 mm height is needed. The contact material creates an additional layer, which can affect the infiltration process and makes the subsequent data analysis more complicated.

Measurement procedure

This procedure is demonstrated step by step here on the video. However, reading the following text carefully is recommended before watching the video.

1. Setting of the Infiltrometer
2. Filling of the Infiltrometer
3. Pressure head settings and adjustment and datalogger settings
4. Infiltration measurements
5. Data analysis and calculation of unsaturated hydraulic conductivity K(h)

Fig 1. Hood Infiltrometer: Working principle
(UGT, GmbH.).

Ad 1. Setting of the Infiltrometer

- Select a level measuring site and place all the equipment on the position and try various possible connections and tubing lengths. If needed, cut the vegetation cover to a height of cca 0.5 cm.
- Drive the metal ring into the soil (several milimetres at least, the best if possible is from 1.5 to 2 cm) and place the Hood into its centre. Seal the Hood to avoid unwanted air entry points; fill the gap between the Hood and the metal ring with fine sand and moisten the sand.
- Connect the Hood to the infiltration reservoir and the Hood to the U-tube water manometer.

Ad 2. Filling of the Infiltrometer

- Shut all the valves and pull the air intake tube out of the Mariotte bottle (bubble tower). Fill the Mariotte bottle to the mark and re-insert the air intake tube. Fill the water reservoir to the mark. Fill the U-tube manometer to the zero mark.
- Fill the inner yellow vessel inside the Hood. Open the main valve connecting the bottom of the water reservoir and the Hood. The water should flow gravitationally into the Hood. If it does not, raise the adjustable legs carrying the water reservoir.
- Fill the Hood up to the mark on the Hood (it is recommended to hold the Hood downwards to the soil surface by hand). Open the connection valve between the U-tube manometer and the Hood.
- Connect the IL-2700 datalogger. It has two possible inputs: i) on the right-hand side for the data cable connecting the datalogger and PC, ii) on the left-hand side for data cable connecting the datalogger and pressure transducer reading the water level heights in the reservoir.

Ad 3. Pressure head settings and adjustment and datalogger settings

- Set the required tension. Use the blue balloon to raise the water level into the tube placed in the top of the Hood, and read the value of Hs. Read the value of Us, reading of water level difference in the U-tube water manometer. If Hs is equal to Us, the set pressure head is 0 cm. The difference between Hs and Us gives the set pressure head in cm (see on Fig 2). Move the air intake tube down or up to set the required pressure head. To increase the pressure head to more negative values, push the air intake tube down.

Fig 2. Schema of the Hood Infiltrometer: Pressure head settings (UGT, GmbH.).

- Set the datalogger for data collection: proceed according to the User manual. Switch the datalogger on, set the sampling interval for water level height readings, set the first pressure head (tension), and confirm by pressing the “START” button. The datalogger shows the actual water level height reading in the water reservoir.
- For more negative pressure heads (usually more than -5 cm) always check the infiltration surface below the Hood for possible soil bubbling. If there are bubbles inside the Hood, it means that the soil macropores are supplying air and enabling infiltration. It also means that the system is not infiltrating water at the pre-set pressure head and the pressure head should be adjusted to a less negative value.

Ad 4. Infiltration measurements

- Start the infiltration by opening the main valve. Thereupon, infiltration is taking place.
- The datalogger shows actual water level readings together with information about the actual infiltration rate in mm of water level drop per selected sampling time interval.

- It is necessary to let the water infiltrate for long enough to reach the steady-state infiltration rate to enable the steady-state data analysis suggested by Wooding (1968) and Reynolds and Elrick (1991).
- After the steady-state infiltration rate is reached, another pressure head (with a more negative value) can be set and the water can infiltrate further. Again, it is vital to wait until the steady-state infiltration rate is reached.
- If needed, the water reservoir can be refilled. The recommendation is to refill the water reservoir before changing the pressure head settings. The main valve at the bottom of the reservoir needs to be closed before opening the rubber stopper at the top of the water reservoir. Refill the reservoir as quickly as possible. When the reservoir is full, insert back the rubber stopper and slowly open the main valve.
- Repeat the measurements of steady-state infiltration rates for all required pressure heads between “zero” and “soil bubbling point”.

Ad 5. Data analysis and calculation of unsaturated hydraulic conductivity K(h)

- Different data analyses can be applied on the measured infiltration data. The manufacturer of the Hood Infiltrometer recommends analysis for multiple tension measurement from a single disc method based on the steady-state infiltration data.
- Firstly, the parameter α needs to be determined for neighbouring values of the chosen water pressure heads (h1 and h2) for which applies:


Q1 is a steady-state infiltration flow rate value (L3 T-1; e.g. cm3 min-1) for previously set pressure head (tension) h1
Q2 is a steady-state infiltration flow rate value(L3 T-1; e.g. cm3 min-1) for next set pressure head (tension) h2
kf is saturated hydraulic conductivity value (L T-1; e.g. cm min-1)
a is the radius of circular infiltration surface (L; e.g. cm)
e is a constant, base of natural logarithm
π is a constant, Ludolphian number
α is a parameter

- And by way of division, parameter α is obtained:

- And the hydraulic conductivity is than calculated as follows:

Important notes and possible errors

- Check the charge level of the battery in the datalogger, have a spare battery during your field work.
- Make sure you have enough water for the infiltration experiment; or that there is a source of water present close to your field work.
- Avoid any tensile load on the data cable.
- Put a protective mat on the infiltration surface under the Hood to avoid soil dispersion and consequent pore clogging.
- Fill the Hood and the reservoir to the marks, no higher.
- During infiltration, keep an eye on the water level in the Hood; no bubbles should be present and the water level should be kept constant. If not, there are two possible reasons:
i) the soil bubbling point was reached and the infiltration needs to be stopped or carried out with a less negative pressure head
ii) there is an air leaking from some part of the system; all tube connections and valve settings needs to be checked.

Hood Infiltrometer – sample data analysis

Source data: Transfer the raw data as they were recorded by the datalogger (Micrologger IL-2700) into the computer. Follow the instructions mentioned in the User’s manual and import the recorded .DAT file. Open MS Excel, use command “Open” and find the downloaded .DAT file. Follow the dialog and open the file, store it as an .XLS file.

Beginning of the data analysis for the first applied pressure head (0 cm) with all required data is displayed in the table on the right (Tab 1). Data recorded during last 5 minutes of each infiltration phase (each applied pressure head) were assumed to be steady-state infiltration data and were used in calculations.
During the data recording, it is important to make notes, about the changes in pressure head settings and time and water level readings including refill events. All this information is helpful when presenting the data in a continuous row of data pairs: elapsed time (column “time”) and water level reading (column “corrected reading of water level”).

Tab 1. Data analysis.

When the difference of water level readings is known, the amount of infiltrated water in cm3 for each time interval can be calculated. The cumulative amount of infiltrated water in cm3 can be calculated afterwards. With known infiltration area in cm2, infiltration and cumulative infiltration in cm can be calculated. A graph of cumulative infiltration with elapsed infiltration time is a helpful tool to display the process of infiltration for each particular pressure head settings.

Fig 3. Graph of cumulative infiltration with elapsed infiltration time.

The steady-state infiltration data are used for the calculations. Firstly, parameter α needs to be calculated:

And the hydraulic conductivity is than calculated as follows:

A table displaying the calculation of hydraulic conductivity for all six applied pressure heads is presented below (Tab 2). Please be careful with the units during each step of the calculation. Q1 and Q2 are the steady-state infiltration rates in cm3 min-1 determined for two consecutive applied pressure heads.

Tab 2. Calculation of hydraulic conductivity for all six applied pressure heads.

Unsaturated hydraulic conductivity as a function of applied pressure head can be displayed in a graph, and fitted to an exponential function (Fig 4).

Fig 4. Unsaturated hydraulic conductivity.

The resulting K(h) values determined at different locations, at different times or at locations with different soil cover can be statistically compared. However, the K(h) data are not normally distributed, and thus the data needs to be transformed prior to their statistical evaluation. The most commonly used transformations are decadic (log) or natural (ln) logarithmic transformations.

The possible ways to evaluate the data statistically also depend on the setting of the experiments. Special attention should be paid to the planning of the field experiments, because the experiments can not be repeated for the exactly the same conditions. How to plan and set the field experiments and the possible statistical methods can be found in Nielsen and Wendroth (2003).

Final note

It is important to carry out the experiments and the data analysis as properly as possible. There is no reference method, which can be used for the resulting K(h) data comparison and check.


Ankeny, M.D., Ahmed, M., Kaspar, T.C., Horton, R. (1991) Simple field method for determining unsaturated hydraulic conductivity. Soil Science Society of America Journal, 55, 467 – 470.

Nielsen, D.R., Wendroth, O. (2003) Spatial and Temporal Statistics: Sampling Field Soils and their Vegetation. GeoEcology textbook, Catena Verlag, Reiskirchen, Germany, 398 pp. ISBN 3-923381-46-8

Perroux, K.M., White, I. (1988) Designs for disc permeameters. Soil Science Society of America Journal, 52, 1205 – 1215.

Reynolds, W.D., Elrick, D.E. (1991) Determination of hydraulic conductivity using a tension infiltrometer. Soil Science Society of America Journal, 55, 633-639

Vandervaere J.P., Peugeot, C., Vauclin, M., Angulo-Jaramilo, R., Lebel, T. (1997) Estimating hydraulic conductivity of crusted soils using disc Infiltrometers and minitensiometers. Journal of Hydrology, 188/189, 209 – 223.

Wooding, R.A. (1968) Steady infiltration from a shallow circular pond. Water Resources Research, 4, 1259 – 1273.

Špongrová, K., Kechavarzi, C., Dresser, M., Matula, S., Godwin, R.J. (2009): Development of an automated tension Infiltrometer for field use, Vadose Zone Journal, 8, 810 – 817.

Note: Fig 1 and Fig 2 are taken from the guide "Operating instructions for Hood Infiltrometer IL-2700" provided with the equipment, and adapted.