Design and application of a direct-push vadose zone gravel permeameter

© 2011, The Author(s). Ground Water © 2011, National Ground Water Association.

Bibliographische Detailangaben
Veröffentlicht in:Ground water. - 1998. - 49(2011), 6 vom: 01. Nov., Seite 920-5
1. Verfasser: Miller, Ronald B (VerfasserIn)
Weitere Verfasser: Heeren, Derek M, Fox, Garey A, Storm, Daniel E, Halihan, Todd
Format: Online-Aufsatz
Sprache:English
Veröffentlicht: 2011
Zugriff auf das übergeordnete Werk:Ground water
Schlagworte:Journal Article Research Support, Non-U.S. Gov't Research Support, U.S. Gov't, Non-P.H.S.
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500 |a CommentIn: Ground Water. 2012 Jul-Aug;50(4):511-2; discussion 512-3. doi: 10.1111/j.1745-6584.2012.00938.x. - PMID 22536823 
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520 |a A borehole permeameter is well suited for testing saturated hydraulic conductivity (K(sat)) at specific depths in the vadose zone. Most applications of the method involve fine-grained soils that allow hand auguring of test holes and require a small water reservoir to maintain a constant head. In non-cohesive gravels, hand-dug test holes are difficult to excavate, holes are prone to collapse, and large volumes of water are necessary to maintain a constant head for the duration of the test. For coarse alluvial gravels, a direct-push steel permeameter was designed to place a slotted pipe at a specific sampling depth. Measurements can be made at successive depths at the same location. A 3790 L (1000 gallons) trailer-mounted water tank maintained a constant head in the permeameter. Head in the portable tank was measured with a pressure transducer and flow was calculated based on a volumetric rating curve. A U.S. Bureau of Reclamation analytical method was utilized to calculate K(sat). Measurements with the permeameter at a field site were similar to those reported from falling-head tests 
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700 1 |a Halihan, Todd  |e verfasserin  |4 aut 
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