Stream depletion predictions using pumping test data from a heterogeneous stream–aquifer system (a case study from the Great Plains, USA)
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[1] T. D. Streltsova,et al. Well Testing in Heterogeneous Formations , 1988 .
[2] S. Christensen. On the Estimation of Stream Flow Depletion Parameters by Drawdown Analysis , 2000 .
[3] Antonis D. Koussis,et al. Evaluation of simplified stream-aquifer depletion models for water rights administration , 1995 .
[4] A. Moench,et al. Transient Flow to a Large‐Diameter Well in an Aquifer With Storative Semiconfining Layers , 1985 .
[5] J. Bridge,et al. Ground‐penetrating radar and coring used to study the large‐scale structure of point‐bar deposits in three dimensions , 1995 .
[6] B. Hunt. Unsteady Stream Depletion when Pumping from Semiconfined Aquifer , 2003 .
[7] Richard L. Cooley,et al. Effect of a water table aquitard on drawdown in an underlying pumped aquifer , 1973 .
[8] J. Bridge,et al. Flow and sedimentary processes in the meandering river South Esk, Glen Clova, Scotland , 1976 .
[9] Robert E. Glover,et al. River depletion resulting from pumping a well near a river , 1954 .
[10] C. P. Spalding,et al. An evaluation of analytical solutions to estimate drawdowns and stream depletions by wells , 1991 .
[11] Marios Sophocleous,et al. Experimental studies in stream-aquifer interaction along the Arkansas river in central Kansas-field testing and analysis , 1988 .
[12] J. Bridge. Flow, bed topography, grain size and sedimentary structure in open channel bends: A three‐dimensional model: A reply , 1977 .
[13] Bruce Hunt,et al. Unsteady Stream Depletion from Ground Water Pumping , 1999 .
[14] C. V. Theis. The effect of a well on the flow of a nearby stream , 1941 .
[15] Allen F. Moench,et al. Flow to a well of finite diameter in a homogeneous, anisotropic water table aquifer , 1997 .
[16] V. Zlotnik,et al. Influence of aquifer heterogeneity and return flow on pumping test data interpretation , 2005 .
[17] Vitaly A. Zlotnik,et al. Three‐dimensional model of modern channel bend deposits , 2003 .
[18] Mary C. Hill,et al. Methods and Guidelines for Effective Model Calibration , 2000 .
[19] C. T. Jenkins. Techniques for computing rate and volume of stream depletion by wells , 1967 .
[20] M. Beljin,et al. Evaluation of an induced infiltration model as applied to glacial aquifer systems , 1996 .
[21] J. F. Ayers,et al. Aquifer Properties Determined from Two Analytical Solutions , 1998 .
[22] T. D. Streltsova-Adams,et al. Unsteady flow to a pumped well in an unconfined fissured aquifer , 1978 .
[23] G. Fraser,et al. Hydrogeologic Models of Sedimentary Aquifers , 1998 .
[24] G. I. Barenblatt,et al. Basic concepts in the theory of seepage of homogeneous liquids in fissured rocks [strata] , 1960 .
[25] E. Poeter,et al. Inverse Models: A Necessary Next Step in Ground‐Water Modeling , 1997 .
[26] C. T. Jenkins,et al. An evaluation of the effect of groundwater pumpage on the infiltration rate of a semipervious streambed , 1966 .
[27] Mary P. Anderson,et al. Applied groundwater modeling - simulation of flow and advective transport (4. pr.) , 1991 .
[28] B. Hunt,et al. A Stream Depletion Field Experiment , 2001, Ground water.
[29] S. P. Neuman. Theory of flow in unconfined aquifers considering delayed response of the water table , 1972 .
[30] Richard L. Cooley,et al. Regression modeling of ground-water flow , 1990 .
[31] S. P. Neuman. Analysis of Pumping Test Data From Anisotropic Unconfined Aquifers Considering Delayed Gravity Response , 1975 .
[32] J J Butler,et al. Drawdown and Stream Depletion Produced by Pumping in the Vicinity of a Partially Penetrating Stream , 2001, Ground water.
[33] V. Zlotnik,et al. Effect of Shallow Penetration and Streambed Sediments on Aquifer Response to Stream Stage Fluctuations (Analytical Model) , 1999 .
[34] R. Gillham,et al. A Comparative Study of Specific Yield Determinations for a Shallow Sand Aquifer , 1984 .
[35] Allen F. Moench,et al. Specific Yield as Determined by Type‐Curve Analysis of Aquifer‐Test Data , 1994 .
[36] Thomas Nyholm,et al. Flow depletion in a small stream caused by ground water abstraction from wells. , 2002, Ground water.
[37] J. Peckenpaugh,et al. Hydrogeology of parts of the Central Platte and Lower Loup Natural Resources Districts, Nebraska , 1983 .
[38] John Bredehoeft,et al. Safe Yield and the Water Budget Myth , 1997 .
[39] Vitaly A. Zlotnik,et al. Evaluation of Stream Depletion Considering Finite Stream Width, Shallow Penetration, and Properties of Streambed Sediments , 1999 .
[40] B. Babbitt,et al. METHODS AND GUIDELINES FOR EFFECTIVE MODEL CALIBRATION , 2001 .
[41] Marios Sophocleous. MANAGING WATER RESOURCES SYSTEMS: WHY “SAFE YIELD” IS NOT SUSTAINABLE , 1997 .
[42] R. T. Sniegocki,et al. Ground-water resources of the Prairie Creek unit of the lower Platte River basin, Nebraska, with a section on Chemical quality of ground water , 1955 .
[43] C. T. Jenkins. Techniques for Computing Rate and Volume of Stream Depletion by Wellsa , 1968 .
[44] M. S. Hantush,et al. Wells near streams with semipervious beds , 1965 .