2012
DOI: 10.3133/sir20125224
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Simulation of groundwater and surface-water resources and evaluation of water-management alternatives for the Chamokane Creek basin, Stevens County, Washington

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Cited by 15 publications
(10 citation statements)
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“…The NMRSE is calculated by dividing the RMSE of the residuals by the total range of measured groundwater levels in the groundwater system (Anderson and Woessner, 1992). The value is expressed as a percentage, and previous studies indicate that this should be less than 10 percent to be acceptable (Drost and others, 1999;Ely and Kahle, 2012).…”
Section: Comparison Of Measured Groundwater Levels To Simulated Hydraulic Headsmentioning
confidence: 99%
“…The NMRSE is calculated by dividing the RMSE of the residuals by the total range of measured groundwater levels in the groundwater system (Anderson and Woessner, 1992). The value is expressed as a percentage, and previous studies indicate that this should be less than 10 percent to be acceptable (Drost and others, 1999;Ely and Kahle, 2012).…”
Section: Comparison Of Measured Groundwater Levels To Simulated Hydraulic Headsmentioning
confidence: 99%
“…The depth of each stream within each reach was computed by SFR using Manning's equation for open channel flow assuming a wide rectangular channel, which is a reasonable approximation of channel geometry. For routing streamflow, a constant value of 0.04 was used for Manning's coefficient (Ely and Kahle, 2012).…”
Section: Streamsmentioning
confidence: 99%
“…A groundwater-flow model coupled with a watershed model may be used to investigate groundwater/surfacewater interactions, develop water budgets, and simulate the effects of current and potential land use, climate, and groundwater pumping in the study area. The USGS has used a coupled groundwater and surface-water flow model (GSFLOW; Markstrom and others, 2008) based on the integration of the Precipitation-Runoff Modeling System (PRMS) and the Modular Groundwater-Water Flow Model (MODFLOW-2005), to develop simulations of groundwater and surface-water resources in other areas of Washington, including the Chamokane Creek Basin in northeastern Washington (Ely and Kahle, 2012). The hydrogeologic and hydrologic data presented in this report; including the surficial extent and thickness of hydrogeologic units along three cross sections, water-level altitudes measured in August 2012, and at monthly intervals during water year 2013, provide components needed to construct and calibrate a groundwater-flow model.…”
Section: Future Groundwater-flow Model Developmentmentioning
confidence: 99%