2013
DOI: 10.1061/(asce)he.1943-5584.0000741
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Nutrient Dynamics in Flooded Wetlands. I: Model Development

Abstract: Wetlands are rich ecosystems recognized for ameliorating floods, improving water quality, and providing other ecosystem benefits. This part of a two-paper series presents a relatively detailed process-based model for nitrogen and phosphorus retention, cycling, and removal in flooded wetlands. The model captures salient features of nutrient dynamics and accounts for complex interactions among various physical, biogeochemical, and physiological processes. The model simulates oxygen dynamics and the impact of oxi… Show more

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Cited by 34 publications
(47 citation statements)
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References 36 publications
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“…The vertical soil layer is partitioned into aerobic and anaerobic zones where the boundary between the two zones fluctuates up or down based on competing oxygen supply and removal rates. Readers are referred to Hantush et al (2013), Kalin et al (2013), and Sharifi et al (2013) for more detailed information regarding model structure, governing equations, and case study applications of WetQual.…”
Section: Computer Modelmentioning
confidence: 99%
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“…The vertical soil layer is partitioned into aerobic and anaerobic zones where the boundary between the two zones fluctuates up or down based on competing oxygen supply and removal rates. Readers are referred to Hantush et al (2013), Kalin et al (2013), and Sharifi et al (2013) for more detailed information regarding model structure, governing equations, and case study applications of WetQual.…”
Section: Computer Modelmentioning
confidence: 99%
“…However, diffusion and dispersion are modeled in a similar manner, thus their effects are considered collectively in a mass transport term as dispersion/ diffusion. Similar to Hantush et al (2013), for the dispersive/ diffusive mass transfer rate across the i; j boundary, β i:j can be obtained by conserving mass flow in the schematic compartmental system depicted in Fig. 2.…”
Section: Advective Exchangementioning
confidence: 99%
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“…Once l 1 is computed, the thickness of the lower anoxic layer would be l 2 = H − l 1 where H is the thickness for active sediment layer [L]. Refer to Hantush et al (2012) for more details on oxygen dynamics in WetQual model. Definitions for rest of the parameters are either presented earlier or could be found in Table 1.…”
Section: Organic Cmentioning
confidence: 99%
“…The named scheme was previously employed and explained by Hantush et al (2012). The selected numerical integration time step is t = 0.01 day, however to save memory storage, results are aggregated to daily averages.…”
Section: Numerical Scheme Verificationmentioning
confidence: 99%