Difference between revisions of "Infiltration - Hood Infiltrometer"

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Revision as of 12:56, 29 March 2007

Parameter to be measured:

Infiltrability, hydraulic conductivity

Method:

Tension-infiltrometer (UGT IL-2700): Measures infiltration rate within a hood that is placed onto soil surface. Hydraulic head within hood can be adjusted between 0 (=saturated conductivity) and bubbling pressure by means of a Mariotte-bottle, optional data interface and software (I haven't worked with these)

Equipment:

  • main reservoir (with combined) Mariotte-bottle
  • hood (various sizes), steel rim
  • connecting tubes, manometer (e.g. U-style), hand pump
  • datasheets, stop watch, sand (for sealing hood rim with soil surface)
  • scissors for clipping vegetation
  • spade (if levelling or deeper measurements are necessary)
  • large water vessels for supply

Advantages:

  • in-situ measurement, no analysis of disturbed soil samples in lab
  • no contact layer with soil required (as with ceramic plates)
  • works with reasonably uneven surfaces and original vegetation
  • no need to drill neat holes (as with a constant head permeameter like the Amoozemeter) which is problematic in stony soils


Disadvantages:

  • heavy, comes in huge metal suitcase (17 kg)
  • large water consumption with sandy soils
  • many pipes and valves - requires practice and understanding to recognise errors, set-up time
  • lots of potentially leaky connections and many parts to loose in the field
  • measurement in different depths of soil profile is complicated, though possible when digging pits
  • price

What to watch out for:

potential problems with

  • hydrophobic soils
  • heterogenous water content of soil before measurement
  • strong effects from preferential flowpaths
  • strong swelling/shrinking of soil
  • effects of impermeable layers before stationarity is achieved
  • inclined, uneven surfaces
  • inequivocal identification of stationary flow

(worksheet of H. Elsenbeer)

  • insolation and temperature related problems

Problems/Questions:

Links

UGT [1] no-frills-instruction (in German) [2]

Projects that used the above equipment: SESAM [3]

Other related web sites:


References

Gardner, W.R., 1958. Some steady-state solutions of unsaturated moisture flow equations with application to evaporation from a water table. Soil Science 85, 228-232.

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