2018
DOI: 10.3133/sir20135219
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Hydrogeology and simulation of groundwater flow in the Central Oklahoma (Garber-Wellington) Aquifer, Oklahoma, 1987 to 2009, and simulation of available water in storage, 2010–2059

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Cited by 5 publications
(9 citation statements)
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“…Pettyjohn and Miller (1982), Mashburn et al (2014), Parkhurst et al (1996), and Oklahoma Water Resources Board (2011).…”
Section: Resultsmentioning
confidence: 99%
See 1 more Smart Citation
“…Pettyjohn and Miller (1982), Mashburn et al (2014), Parkhurst et al (1996), and Oklahoma Water Resources Board (2011).…”
Section: Resultsmentioning
confidence: 99%
“…Another major source of water for irrigation is the Rush Springs aquifer in west‐central Oklahoma (Becker and Runkle, 1998). The Garber‐Wellington aquifer in central Oklahoma is heavily used for public and domestic water supply (Mashburn et al, 2014). Other major aquifers in the eastern half of the state, such as the Antlers aquifer in the southeast (Morton, 1992), the Arkansas River aquifer in east‐central Oklahoma (Oklahoma Water Resources Board, 2012), and the Boone aquifer in the northeast (Czarnecki et al, 2009), are not heavily used at present; however, they may come under increasing pressure due to population growth.…”
Section: Methodsmentioning
confidence: 99%
“…This was performed to facilitate linking of existing models, such as regional‐scale groundwater models (e.g. Rumman and Payne, ; Christenson et al ., ; Paschke, ; Gannett et al ., ; Mashburn et al ., ). Beyond the overlap area, the original functionality of each model is retained.…”
Section: Methodsmentioning
confidence: 97%
“…Deployed by the OGS, the gauge in the Spencer well measures groundwater depths for monitoring the status of the Garber-Wellington (GW) aquifer (Mashburn et al, 2014), which can be obtained from the Oklahoma Water Resource Board (OWRB). Considering lateral variations of seismic velocities, a local dv/v is measured from three seismometers (OK.CHOK, OK.SMO, OK.SWND) surrounding the Spencer well by using the workflow described in Section 2.…”
Section: Correlation With Groundwater Measurementsmentioning
confidence: 99%
“…To represent the circumstance in Oklahoma, we use G = 24.0 GP a, ϕ = 0.3, and ρ 0 = 2.65 g/cm 3 (D. C. Wyllie & Mah, 2004) to approximate the sediment, with ρ w = 1.00 g/cm 3 . The total thickness of the two-layer model is L = L 1 +L 2 = 100 m, which is equivalent to the average thickness of the GW aquifer (Mashburn et al, 2014). When the groundwater level L 1 changes from 5 to 6 m representing the discharge of the GW aqufier, the apparent shear velocity V s,app reduces by 2.9 m/s with dv s /v s = −0.03%, which is comparable to the measured dv/v (±0.04%) from seismic ambient noise recordings (Figure 1B).…”
Section: Potential Impact Of Rock Density Changes On Near-surface Sei...mentioning
confidence: 99%