Optimized system to improve pumping rate stability during aquifer tests

Ground Water

Volumn 40, Issue 6, 2002, Pages 629-637

  Young, Michael H ^a   Rasmussen, Todd C ^b   Lyons, F Comer ^c   Pennell, Kurt D ^d  

^a DESERT RESEARCH INSTITUTE   (United States)

^b UNIVERSITY OF GEORGIA   (United States)

^c Department of Public Services and Engineering ^*  (United States)

^d Georgia Institute of Technology   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

AQUIFERS; BOREHOLES; CONTROL SYSTEMS; HYDRAULICS; MONITORING; OPTIMIZATION; WATER LEVELS;

PUMPING RATES;

GROUNDWATER;

AQUIFER; HYDRAULIC CONDUCTIVITY; OPTIMIZATION; WELL TESTING;

AQUIFER; HYDRAULIC PROPERTY; OPTIMIZATION; PUMPING; WELL TESTING;

UNITED STATES;

EID: 0036847302     PISSN: 0017467X     EISSN: None     Source Type: Journal    
DOI: 10.1111/j.1745-6584.2002.tb02549.x     Document Type: Review

References (9)

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2. Driscoll, F.G. 1986. Groundwater and Wells. St. Paul, Minnesota: Johnson Division.
3. Gilbert, R.O. 1987. Statistical Methods for Environmental Pollution Monitoring. New York: Van Nostrand Reinhold.
4. Haborak, K. 1999. Analytical solutions to flow in aquifers during sinusoidal aquifer pumping tests. M.Sc. thesis, School of Forest Resources, University of Georgia.
5. Hydraulic Institute. 1961. Pipe Friction Manual, 3rd ed. New York: Hydraulic Institute.
6. Kruseman, G.P., and N.A. de Ridder. 1994. Analysis and Evaluation of Pumping Test Data, 2nd ed. International Institue for Land Reclamation and Improvement publication #47. Wageningen, The Netherlands: ILRI.
7. Neuman, S.P. 1972. Theory of flow in unconfined aquifers considering delayed response of the water table. Water Resources Research 8, no. 4:1031-1045.
8. Science Applications International Corp. 1999. Aquifer testing results from the Burial Ground Complex (U), Book 1 of 2, Southwest Plume Test Pad. Science Applications International Corp. Report WSRC-RP-99-4069.
9. Theis, C.V. 1935. The relation between the lowering of the piezometric surface and the rate and duration of discharge of a well using groundwater storage. Eos, Transactions, American Geophysical Union 16, 519-524.