A continuous hydrologic model for constructed or depressional wetlands
, intended as a design tool to supplement event-based hydrologic metho
ds, uses reservoir routing methods and is driven by daily rainfall and
watershed inflows. Simulated daily hydrology provides annual and mont
hly water balances, hydroperiod distributions, flood frequency distrib
utions, soil exceedance values for hydrologic plant suitability and re
tention time distributions. The model was applied to a standard stormw
ater wetland design. The hypothetical wetland performed as designed, p
roviding good flood reduction and an adequate supply of water even in
dry years. The analysis of drawndown regimes showed that for this wetl
and - watershed system, the water supply was so reliable from the wate
rshed (423 cm/year +/- 130 cm/year), that, without water level managem
ent, 40% of the wetland would likely develop into an open-water pond w
ith low species diversity and an additional 40% would only support lat
e-season emergents. Retention time distributions showed that an orific
e outlet design would retain and provide longer treatment (98% of all
runoff stays > 9 days) than would a weir outlet structure (60% of all
runoff stays > 9 days).