2021
DOI: 10.1029/2020wr028320
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Evaluation of Data Needs for Assessments of Aquifers Supporting Irrigated Agriculture

Abstract: Intensive pumping of groundwater for irrigated agriculture is causing high water level decline rates in many regions (Alley & Alley, 2017;Bierkens & Wada, 2019), threatening both potable water supplies and agricultural production (Khan et al., 2016;Scanlon et al., 2012). Effective tools are required to support decisions related to the management of groundwater resources in these regions. A conventional approach to providing such decision support would be to build a groundwater flow model representing the subsu… Show more

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Cited by 13 publications
(17 citation statements)
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References 16 publications
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“…Large dashed line is the average net inflow (left y ‐axis) calculated from (a). The estimated uncertainty (one standard deviation) in net inflow is 0.076 × 10 9 m 3 (determined using methods described in Butler et al 2016 and Bohling et al 2021).…”
Section: Net Inflowmentioning
confidence: 99%
See 1 more Smart Citation
“…Large dashed line is the average net inflow (left y ‐axis) calculated from (a). The estimated uncertainty (one standard deviation) in net inflow is 0.076 × 10 9 m 3 (determined using methods described in Butler et al 2016 and Bohling et al 2021).…”
Section: Net Inflowmentioning
confidence: 99%
“…The large dashed line is the average net inflow calculated from the solid line in (a), while the small dashed line is the annual net inflow calculated as described in text; the circle is the average annual net inflow for 2006 and 2007. Uncertainty estimates (one standard deviation) in annual water use, average net inflow, and annual net inflow are ±0.09% of plotted value, 0.012 × 10 9 m 3 , and 0.041 × 10 9 m 3 , respectively (determined using methods described in Butler et al 2016 and Bohling et al 2021). Data are provided in Table S2.…”
Section: Net Inflowmentioning
confidence: 99%
“…The uncertainty in the Sy estimates can be quantified using an approach developed by Butler et al (2016). Assuming that the residuals between the regression line and the data are normally distributed and uncorrelated (this assumption was assessed to be reasonable in Bohling et al, (2021) and in this work; see Figure S4 in Supporting Information S1), the intercept and slope of the regression line follow a bivariate normal distribution with a mean vector equal to the regression estimates of those values, and a covariance matrix reflecting the spread of data around the regression line (the residual variance) and the distribution of data along the horizontal (water use) axis. One million pairs of (slope, intercept) values were generated from this bivariate normal distribution, resulting in 1 million Sy estimates (Equation 1).…”
Section: A New Approach For Determining the Spatial Distribution Of Symentioning
confidence: 99%
“…The state of Kansas is the most prominent exception with over 95% of its approximately 18,900 irrigation wells metered and subject to regulatory verification (Butler et al, 2016;NASS, 2018). Bohling et al (2021), Lamb et al (2021), and Majumdar et al (2020) use the Kansas pumping data to evaluate how many wells need to be metered, the major influences on pumping volume, and the effectiveness of a new machine learning approach for estimating pumping volumes, respectively. Foster et al (2020) use the pumping data from a heavily monitored area in the state of Introduction to Special Section: The Quest for Sustainability of Heavily Stressed Aquifers at Regional to Global Scales…”
Section: Data Needsmentioning
confidence: 99%