2019
DOI: 10.3133/sir20195039
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Simulation of water availability in the Southeastern United States for historical and potential future climate and land-cover conditions

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Cited by 17 publications
(24 citation statements)
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“…The National Hydrologic Model Infrastructure application of the Precipitation-Runoff Modeling System (NHM-PRMS) [10][11][12][13]26] was used to simulate daily streamflow at all gaged locations in this study from 1 October 1983 to 30 September 2016. The data are available in a USGS data release [27].…”
Section: Data From a Process-based Modelmentioning
confidence: 99%
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“…The National Hydrologic Model Infrastructure application of the Precipitation-Runoff Modeling System (NHM-PRMS) [10][11][12][13]26] was used to simulate daily streamflow at all gaged locations in this study from 1 October 1983 to 30 September 2016. The data are available in a USGS data release [27].…”
Section: Data From a Process-based Modelmentioning
confidence: 99%
“…Daily values of observed precipitation and maximum and minimum air temperature from the Daily Surface Weather and Climatological Summaries version 3 [29][30][31] were used for each hydrologic response unit to compute potential evapotranspiration, actual evapotranspiration, sublimation, snowmelt, streamflow, infiltration, and groundwater recharge [11]. Physical characteristics used include topography, soils, vegetation, geology, and land cover.…”
Section: Data From a Process-based Modelmentioning
confidence: 99%
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“…Another key limitation is the static input parameters (such as the soil permeability and gwflow_coef ) that control the flow into and out of subsurface reservoirs. However, recent developments to PRMS have incorporated dynamic parameters for several parts of the water cycle [50,51]. These static or dynamic parameters are spatially distributed throughout the CONUS, but their application is dependent on the GF discretization and size of HRUs, and thus, may not represent smaller-scale values.…”
Section: Nhm-prmsmentioning
confidence: 99%
“…The default parameters for NHM-PRMS [48] were calibrated for each HRU using CONUS-extent data sets of water cycle components, referred to as the "byHRU" calibration [51,52]. In this calibration procedure, the underlying calibration scheme of the Shuffled Complex Evolution method was used [53][54][55], which determined optimal parameter sets by minimizing the error between NHM-PRMS-simulated water budget components and each CONUS-extent water cycle component.…”
Section: Nhm-prmsmentioning
confidence: 99%