TECHNICAL NOTES
Apr 1, 2008

Analytic Method to Derive Wetland Stage-Storage Relationships Using GIS Areas

Publication: Journal of Hydrologic Engineering
Volume 13, Issue 4

Abstract

The relationship between the depression area (A) , volume (V) , and depth of water (h) for wetlands, ponds, and lakes is often required for model studies. Area-depth (A-h) and volume-depth (V-h) relationships for wetlands, ponds, and lakes, which are important inputs to hydrologic models can be developed from detailed surveys and/or bathymetric maps that are costly and labor intensive to produce, or the use of simple geometric models. An analytical approach is introduced to describe wetland stage-storage (V-h) relationships using a single shape parameter, simple geometric data available from geographic information system coverages or field studies, and a power-function model. The dimensionless shape parameter defines the wetland prismatic conic shape, and together with the reference wetland pool area and associated maximum pool depth defines the V-h relationship to a high degree of accuracy. Shape parameters were developed for 42 wetlands to generate V-h relationships for each wetland. The study findings were: (1) there is little variability in the dimensionless shape parameter; (2) the mathematical model accurately represents the V-h relations for all wetlands analyzed; and (3) only the upper 80% of the wetland storage is needed to develop accurate stage-storage predictions using this approach. The developed wetland storage equations should prove useful in field studies, theoretical investigations, and surface/groundwater modeling.

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Acknowledgments

The writers graciously acknowledge the contributions of Dr. Terrie M. Lee, United States Geological Survey, Water Resources Division, Mr. Doug Leeper, Senior Environmental Scientist, Resource Conservation and Development Department, Southwest Florida Water Management District, and Dr. Jeff Geurink, Water Resource Engineer, Tampa Bay Water, for their valuable contributions throughout the development of this paper.

References

Bullock, A., and Acreman, M. (2003). “The role of wetlands in the hydrological cycle.” Hydrology Earth Syst. Sci., 7(3), 358–389.
Environmental Systems Research Institute, Inc. (ESRI). (2007). ArcMap 9.2. Redlands, Calif.
Haag, K. H., Lee, T. M., and Herndon, D. C. (2005). “Bathymetry and vegetation in isolated marsh and cypress wetlands in the northern Tampa Bay area, 2000–2004.” U.S. Geological Survey Scientific Investigations Rep. No. 2005-5109.
Hayashi, M., and van der Kamp, G. (2000). “Simple equations to represent the volume-area-depth relations of shallow wetlands in small topographic depressions.” J. Hydrol., 237(1–2), 74–85.
Shjeflo, J. B. (1968). “Evapotranspiration and the water budget of prairie potholes in North Dakota.” U.S. Geological Survey Professional Paper No. 585-B.
U.S. Fish and Wildlife Service. (2007). “Wetlands geodatabase.” Wetlands digital data, ⟨http://wetlandsfws.ergs.gov/NWI/download.html⟩ (July 10, 2007).

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 13Issue 4April 2008
Pages: 278 - 282

History

Received: Feb 12, 2007
Accepted: Aug 2, 2007
Published online: Apr 1, 2008
Published in print: Apr 2008

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Authors

Affiliations

Kenneth A. Nilsson [email protected]
Doctoral Candidate, Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of South Florida, 4202 E. Fowler Ave., ENB118, Tampa, FL 33620-5350 (corresponding author). E-mail: [email protected]
Mark A. Ross [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of South Florida, Tampa, FL 33620-5350. E-mail: [email protected]
Kenneth E. Trout [email protected]
Research Associate, Center for Modeling Hydrologic and Aquatic Systems (CMHAS), Univ. of South Florida, Tampa, FL 33620-5350. E-mail: [email protected]

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