Di!erent procedures for estimating steady #ow rate during "eld application of the Guelph permeameter method were compared in terms of "eld-saturated hydraulic conductivity K DQ and equilibration time t Q estimates. The steady #ow rate was evaluated by the slope of the linear portion of the cumulativ
The response of tensiometers embedded in saturated soil peds of low hydraulic conductivity
โ Scribed by G.D. Towner
- Publisher
- Elsevier Science
- Year
- 1981
- Tongue
- English
- Weight
- 773 KB
- Volume
- 26
- Category
- Article
- ISSN
- 0021-8634
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