1980
DOI: 10.3133/ofr801192
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Maps showing ground-water conditions in the upper San Pedro basin area, Pima, Santa Cruz, and Cochise Counties, Arizona; 1978

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Cited by 6 publications
(6 citation statements)
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“…Additional groundwater data that include measurements from hundreds of pumping wells (not pumping at the time of measurement) are available from ADWR (Schmerge and others, 2009; Barnes and Putman, 2003;Barnes, 1997) and USGS (Konieczki, 1980). Water levels were assessed for linear trends using the methods of Tillman and others (2008) and a coefficient of determination (R 2 ) of 0.8 or greater.…”
Section: Hydrological Monitoring and Environmental Indicators In The mentioning
confidence: 99%
“…Additional groundwater data that include measurements from hundreds of pumping wells (not pumping at the time of measurement) are available from ADWR (Schmerge and others, 2009; Barnes and Putman, 2003;Barnes, 1997) and USGS (Konieczki, 1980). Water levels were assessed for linear trends using the methods of Tillman and others (2008) and a coefficient of determination (R 2 ) of 0.8 or greater.…”
Section: Hydrological Monitoring and Environmental Indicators In The mentioning
confidence: 99%
“…Water levels that are higher than those of the history-matched steady-state simulation are caused by the generalized recharge quantity that is greater than the nongeneralized recharge quantity. Water-level increases typically were less than 20 ft; however, the area influenced is Observed (Konieczki, 1980) Simulated (Freethey, 1982) Well for which hydrograph is shown limited to a narrow zone along the basin edge where recharge occurs, gradients are large, and close matching of field-and model-head values are difficult to attain. These results indicate that generalizing recharge along a basin boundary does not greatly affect overall modeling results but can cause nonrepresentative water levels to be simulated in site-specific areas near the mountain fronts.…”
Section: Results Of Simulationsmentioning
confidence: 99%
“…8). About 70 percent of the pumpage was for agricultural use; 14 percent was for industrial use; and 16 percent was for public-supply, domestic, and livestock uses (Konieczki, 1980). As a result of increased ground-water withdrawal, surface flow has decreased, underflow entering the area at the international boundary has increased, and discharge through evapotranspiration has decreased (Freethey, 1982).…”
Section: Upper San Pedro Basin Geohydrologic Conditionsmentioning
confidence: 99%
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“…Parts of an unpublished report prepared in 1953 for the Arizona Public Service Company by Headman, Ferguson, and Carol la were made available by the Arizona Water Company and provided water-level, aquifer-test, water-use, and water-quality data for a small area near Naco, Arizona. Konieczki (1980) provided additional water-level data. Water-quality data were also provided by the Arizona Water Company and the Naco Water Company, Naco, Arizona.…”
Section: Previous Investigationsmentioning
confidence: 99%