1996
DOI: 10.1007/bf03161325
|View full text |Cite
|
Sign up to set email alerts
|

Development and application of the wetlands Dynamic Water Budget Model

Abstract: A Wetlands Dynamic Water Budget Model was developed and applied to support a large field investigation of processes in the Black Swamp wetlands of the Cache River between Patterson and Cotton Plant, Arkansas. The model is called the Wetlands Dynamic Water Budget Model because it provides magnitudes for the water budget components, as well as water depths, discharges, and flow velocities throughout the modeled system. The development of the computer program is based on concepts and approaches of a number of pro… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
18
0

Year Published

2004
2004
2011
2011

Publication Types

Select...
4
2

Relationship

0
6

Authors

Journals

citations
Cited by 35 publications
(18 citation statements)
references
References 4 publications
(2 reference statements)
0
18
0
Order By: Relevance
“…In recent years, the focus of groundwater-lake/wetland interaction modelling has shifted back to site-specific transient studies using traditional numerical modelling approaches (e.g. Restrepo et al, 1998;Crowe et al, 2004) and newer analytic element techniques (Haitjema, 1995) and linknode approaches (Walton et al, 1996). Hunt et al (2003) compare the use of the first two of these techniques.…”
Section: Wetland Gw-sw Modellingmentioning
confidence: 99%
“…In recent years, the focus of groundwater-lake/wetland interaction modelling has shifted back to site-specific transient studies using traditional numerical modelling approaches (e.g. Restrepo et al, 1998;Crowe et al, 2004) and newer analytic element techniques (Haitjema, 1995) and linknode approaches (Walton et al, 1996). Hunt et al (2003) compare the use of the first two of these techniques.…”
Section: Wetland Gw-sw Modellingmentioning
confidence: 99%
“…After reviewing several models that solve equations governing the movement of surface and ground water, we selected the Wetland Dynamics Water Budget Model (WDWBM) (Walton et al, 1995(Walton et al, , 1996 because the source code was freely available and the model was well documented and peer-reviewed. Further, the model had well-developed logic for both surface and ground-water routing and simulated unsaturated flow in the vadose zone.…”
Section: Model Selectionmentioning
confidence: 99%
“…In the canyons directly upstream and downstream of the flood plain, the channel is laterally constrained by valley walls and the river flows over bedrock or localized patches of shallow, coarse alluvium. (Walton et al, 1996). To parameterize the model, the flood plain is divided hierarchically into elements, which are further subdivided into surface and subsurface components.…”
Section: Study Sitementioning
confidence: 99%
“…Gasca-Tucker and Acreman 2000), temperate fl oodplains and riverine wetlands (e.g. Walton et al 1996b;Refsgaard and Sørensen 1997), large tropical fl oodplains (e.g. Sutcliffe andParks 1987, 1989; Thompson and Hollis 1995;Bonnet et al 2008), large subtropical depression wetlands (e.g.…”
Section: Surface Waters In Wetlands and The Water Balancementioning
confidence: 99%