Development and application of the wetlands dynamic water budget model

Wetlands

Volumn 16, Issue 3, 1996, Pages 347-357

  Walton, Raymond ^a   Chapman, Raymond S ^b   Davis, Jack E ^c  

^a WEST Consultants Inc   (United States)

^b Ray Chapman and Associates   (United States)

^c Waterways Experiment Station   (United States)

Author keywords

Canopy interception; Channel flow; Evapotranspiration; Ground water flow; Hydraulics; Hydrology; Infiltration; Model; Overland flow; Simulation; Wetlands

Indexed keywords

EID: 0000146095     PISSN: 02775212     EISSN: None     Source Type: Journal    
DOI: 10.1007/BF03161325     Document Type: Article

References (15)

1. Brooks, R.H. and A.T. Corey. 1966. Properties of porous media affecting fluid flow. ASCE Journal of Irrigation and Drainage Division 92:61-88.
2. Gonthier, G.J. and B.A. Kleiss. 1993. Ground-water flow patterns and water budget of a bottomland forested wetland: Black Swamp, Eastern Arkansas. U.S. Geological Survey Water Resources Report 95-4192.
3. Hales, L.Z., S.L. Bird, B.A. Ebersole, and R. Walton. 1990. Bolsa Bay, California, proposed ocean entrance system. Tidal circulation and transport computer simulation and water quality assessment. U.S. Army Engineer Waterways Experiment Station. Vicksburg, MS, USA. Report 3.
4. Kadlec, R.H. 1990. Overland flow in wetlands: Vegetation resistance. ASCE Journal of Hydraulic Engineering 116:691-706.
5. Kleiss, B. 1993. Cache River, Arkansas: Studying a bottomland hardwood (BLH) wetland ecosystem. Wetlands Research Program Bulletin. U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, MS, USA.
6. McDonald, M.G. and A.W. Harbaugh. 1988. A modular three-dimensional finite-difference ground-water flow model. U.S. Department of the Interior, U.S. Geological Survey, National Center, Reston, VA, USA.
7. Neely, B.L., Jr. 1987. Magnitude and frequency of floods in Arkansas. U.S. Geological Survey Water Resources Investigations Report 86-4335.
8. Ritchie, J.T. 1972. Model for predicting evaporation from a row crop with incomplete cover. Water Resources Research 8:1204-1212.
9. Rutter, A.J., A.J. Morton, and P.C. Robbins. 1975. A predictive model of rainfall interception in forests. II. Generalization of the model and comparison with observations in some coniferous and hardwood stands. Journal of Applied Ecology 12:367-380.
10. Sagar, B. and A.K. Runchal. 1990. PORFLO-3: A mathematical model for fluid flow, heat, and mass transport in variably-saturated geological media. Prepared for U.S. Department of Energy by Westinghouse Hanford Company, Richland, WA, USA.
11. Schroeder, P.R., B.M. McEnroe, R.L. Peyton, and J.W. Sjostron. 1992. Hydrologic evaluation of landfill performance (HELP) model. Prepared for US Environmental Protection Agency, Hazardous Waste Engineering Research Laboratory, Cincinnati, Ohio, by U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS, USA.
12. Walton, R. and R.S. Chapman. 1991. Strategy for developing and applying an integrated wetland hydrology/hydrodynamic numerical model for wetland processes and function evaluation. Prepared for Coastal Engineering Research Center, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS, by Ebasco Environmental, Bellevue, WA, and Chapman & Associates, Vicksburg, MS, USA.
13. Walton, R., S. Bird, B. Ebersole, and L. Hales. 1989. Numerical model studies of hydraulics for Bolsa bay, California. ASCE Journal of the Hydraulics Division. Third National Conference on Hydraulic Engineering. New Orleans, LA, USA.
14. Wight, J.R. and J.W. Skiles. 1987. SPUR. Simulation of Production and Utilization of Rangelands. Documentation and User Guide. USDA, Agricultural Research Service. Beltsville, MD, USA.
15. Winter, T.C. 1989. Hydrologic studies of wetlands in the northern prairie, p. 16-54. In A.C. van der Valk (ed). Chapter 2, Northern Prairie Wetlands. Iowa State University Press. Ames, IA, USA.