2011
DOI: 10.3133/tm6a37
|View full text |Cite
|
Sign up to set email alerts
|

MODFLOW-NWT, a Newton formulation for MODFLOW-2005

Abstract: For more information on the USGS-the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment, visit http://www.usgs.gov or call 1-888-ASK-USGS.For an overview of USGS information products, including maps, imagery, and publications, visit http://www.usgs.gov/pubprodTo order this and other USGS information products, visit http://store.usgs.gov Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the … Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1

Citation Types

1
272
0
1

Year Published

2014
2014
2018
2018

Publication Types

Select...
7
1
1

Relationship

1
8

Authors

Journals

citations
Cited by 328 publications
(274 citation statements)
references
References 27 publications
1
272
0
1
Order By: Relevance
“…The groundwater model was created using MODFLOW-NWT [Niswonger et al, 2011] in steady state mode, which assumes that the groundwater flow system is at long-term equilibrium conditions. The 90 m Shuttle Radar Topography Mission digital elevation model data for the HRB was used to define the land surface topography and hydrostratigraphy.…”
Section: Groundwater Modelmentioning
confidence: 99%
“…The groundwater model was created using MODFLOW-NWT [Niswonger et al, 2011] in steady state mode, which assumes that the groundwater flow system is at long-term equilibrium conditions. The 90 m Shuttle Radar Topography Mission digital elevation model data for the HRB was used to define the land surface topography and hydrostratigraphy.…”
Section: Groundwater Modelmentioning
confidence: 99%
“…They give rise to numerical difficulties in the presence of dry cells or elements, e.g., under the influence of an extraction source term. When a cell becomes dry, i.e., its calculated water level falls below the bottom of the cell, two main problems arise [3][4][5][6]. First, the dry cell cannot receive external water, if it is declared as "inactive"; neither can it contain any extraction source term, unless it is rewetted, i.e., the water level rises above a prescribed threshold.…”
Section: Introductionmentioning
confidence: 99%
“…The innovative idea of Keating and Zyvoloski [4] is a weak scaling for vertical connectivity, from partially-saturated to dry conditions. On the other hand, Niswonger et al [6] use a quadratic approximation of the function that relates horizontal conductance to hydraulic head, over small intervals close to the fully-dry and fully-saturated limits.…”
Section: Introductionmentioning
confidence: 99%
“…Other modifications are noted in the GSFLOW manual (see sections on "Changes to PRMS" and "Changes to MODFLOW-2005"). An additional feature starting in version 1.2.0 that is not described in the original manual is the inclusion of MODFLOW-NWT (Niswonger et al, 2011), a more numerically robust update to MODFLOW-2005 for groundwater flow.…”
mentioning
confidence: 99%