Research Article
Field methods for measuring hydraulic properties of peat deposits
Article first published online: 18 OCT 2006
DOI: 10.1002/hyp.6379
Copyright © 2006 Crown in the right of Canada, and John Wiley & Sons, Ltd.
Issue
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Hydrological Processes
Special Issue: Canadian Geophysical Union — Hydrology Section
Volume 20, Issue 17, pages 3635–3649, 15 November 2006
Additional Information
How to Cite
Hogan, J. M., van der Kamp, G., Barbour, S. L. and Schmidt, R. (2006), Field methods for measuring hydraulic properties of peat deposits. Hydrol. Process., 20: 3635–3649. doi: 10.1002/hyp.6379
Publication History
- Issue published online: 18 OCT 2006
- Article first published online: 18 OCT 2006
- Manuscript Accepted: 5 MAR 2006
- Manuscript Received: 1 AUG 2005
Funded by
- Royal Canadian Geographical Society
- Association of Canadian Universities for Northern Studies
- Natural Sciences and Engineering Research Council
- University of Saskatchewan, Action Plan 2000
- Prince Albert Model Forest Association
- Abstract
- References
- Cited By
Keywords:
- peat;
- field methods;
- drainage tests;
- pumping tests;
- hydraulic conductivity;
- storativity
Abstract
New field techniques were developed and tested to evaluate peat storativity and hydraulic conductivity in a Boreal fen. Enclosed drainage tests and pumping tests were successfully completed in the thawed peat above an impermeable frozen layer and then repeated when the peat was fully thawed. A loading test experiment constrained values of vertical hydraulic conductivity within an order of magnitude for the peat below a depth of 2 m. An inherent advantage of these tests is that volumes of undisturbed peat on the scale of cubic metres may be characterized. Storativity of the fen peat as determined by enclosed drainage tests ranged from about 1·0 at the peat surface to 0·35 at a water table depth of 0·15 m. Laboratory drainage tests of peat cores gave similar, but widely scattered results. Hydraulic conductivity near the surface was as high as 9·0 × 10−3 ms−1 determined with pumping tests and in the range of 10−6 to 10−5 ms−1 below a depth of 2 m, estimated with the loading test. Slug tests gave similar results. Pumping tests, enclosed storativity tests and loading tests are practical large-scale field tests for determining peat properties. Copyright © 2006 Crown in the right of Canada, and John Wiley & Sons, Ltd.

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