Design and Application of a Direct-Push Vadose Zone Gravel Permeameter

Ground Water

Volumn 49, Issue 6, 2011, Pages 920-925

  Miller, Ronald B ^a   Heeren, Derek M ^a   Fox, Garey A ^a   Storm, Daniel E ^a   Halihan, Todd ^a  

^a OKLAHOMA STATE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ALLUVIAL GRAVEL; ANALYTICAL METHOD; BOREHOLE PERMEAMETER; CONSTANT HEAD; DESIGN AND APPLICATION; DIRECT-PUSH; FINE GRAINED SOIL; RATING CURVE; SATURATED HYDRAULIC CONDUCTIVITY; U.S. BUREAU OF RECLAMATIONS; VADOSE ZONE; WATER RESERVOIR;

GRAVEL; HYDRAULIC CONDUCTIVITY; RESERVOIRS (WATER); TRANSDUCERS; WATER TANKS;

GROUNDWATER;

BOREHOLE; DESIGN; FINE GRAINED SEDIMENT; HYDRAULIC CONDUCTIVITY; HYDROGEOLOGY; PERMEAMETER; RESERVOIR; VADOSE ZONE; VOLUME; WATER DEPTH;

ARTICLE; ENVIRONMENTAL MONITORING; THEORETICAL MODEL; WATER FLOW;

ENVIRONMENTAL MONITORING; MODELS, THEORETICAL; WATER MOVEMENTS;

EID: 80052945273     PISSN: 0017467X     EISSN: 17456584     Source Type: Journal    
DOI: 10.1111/j.1745-6584.2010.00796.x     Document Type: Article

References (16)

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