2016
DOI: 10.1142/s2382624x16500132
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Spatial Dynamic Optimization of Groundwater Use with Ecological Standards for Instream Flow

Abstract: We examine how variations in the spatial distribution and timing of groundwater management actions, as well as the physical characteristics of a stream aquifer system, affect regulators’ ability to meet instream goals in a stream-aquifer system. We propose an optimization model that distributes restrictions on groundwater pumping among a set of irrigators in a way that minimizes costs, subject to meeting instream flow requirements. Our model is distinguished by two features: (1) instream flow requirements must… Show more

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Cited by 5 publications
(6 citation statements)
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“…The hydrological connectivity of the reservoirs is characterized by the presence of a fluvial flow throughout the whole path of the river between the reservoir and the downstream mouth, whether it is a mouth, a river (affluence), or a new reservoir. In order to possibly acknowledge that the reach was connected, the flow rate could not be lower than a minimum reference flow rate (Speir et al, 2016). A minimum reference flow rate of 1.0 L s -1 is adopted, according to Art.…”
Section: Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…The hydrological connectivity of the reservoirs is characterized by the presence of a fluvial flow throughout the whole path of the river between the reservoir and the downstream mouth, whether it is a mouth, a river (affluence), or a new reservoir. In order to possibly acknowledge that the reach was connected, the flow rate could not be lower than a minimum reference flow rate (Speir et al, 2016). A minimum reference flow rate of 1.0 L s -1 is adopted, according to Art.…”
Section: Methodsmentioning
confidence: 99%
“…Hydrological connectivity in channels or rivers has been evaluated by analysis of water flow continuity in their riverbeds. For this purpose, a minimum flow rate index is used to characterize such hydrological connectivity (Brozovic et al, 2011;Fryirs, 2012;López-Vicente et al, 2013;Garbin et al, 2019). This flow can be measured by fluviometric methods, by injection dilution gauging (Burke, 2009) and also by simulations in hydrological models (Döll et al, 2003;Hanasaki et al, 2010;Malveira et al, 2012;Sun et al, 2015).…”
Section: Introductionmentioning
confidence: 99%
“…Similar challenges also exist for surface water irrigation or conjunctive use of both groundwater and surface water. Time lags and spatial redistribution of return flows may alter short‐term availability of water for downstream users (Speir et al, 2016; Velpuri et al, 2020), with negative consequences where timing of water supply is important for these users, such as for freshwater ecosystems that are highly sensitive to intraseasonal flow dynamics (Stewart et al, 2020).…”
Section: Implications For Use Of Satellite Water Use Estimates In Agrmentioning
confidence: 99%
“…Specifically, to estimate rates of streamflow depletion caused by groundwater pumping, we use the Glover‐Balmer model (Glover & Balmer, 1954) summarized in Equation below. The Glover‐Balmer model has been widely used in groundwater management research (Kuwayama & Brozović, 2013; Palazzo & Brozović, 2014; Traylor & Zlotnik, 2016) and more widely (Cobourn e al., 2017; Speir et al., 2016; Zipper et al., 2018). However, alternative models could also be adopted with our simulation framework, and we discuss potential limitations of the Glover‐Balmer model in more detail in Section 5: Q d S = Q P erfc () r 2 S 4 T d = Q P erfc () F 4 d where Q S is the streamflow depletion rate (m 3 /day), Q P is the average groundwater pumping rate (m 3 /day), r is the radial distance from the pumping well to the affected stream (m), S is the aquifer storativity (unitless), T is the aquifer transmissivity (m 2 /day), and d is the time (days) since pumping started.…”
Section: Modeling Frameworkmentioning
confidence: 99%