1994
DOI: 10.1016/0925-8574(94)00008-5
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Water quality improvement by four experimental wetlands

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Cited by 61 publications
(22 citation statements)
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“…The simulation which included a variable sediment settling velocity predicted a sediment retention which was only 5.5% lower than was observed in Wetland 1 and only 2.1% lower than was observed in Wetland 2. These values are much lower than the 76-99% sediment retention that was found by Hey et al (1994b) for a similar experimental wetland system in Illinois. Low removal efficiency of the wetland could result from biological activity, including carp and muskrats, within the basin that causes resuspension of the surface sediments or erosion of deeper sediments.…”
Section: Comparison With Model Outcome and Sediment Budgetcontrasting
confidence: 41%
“…The simulation which included a variable sediment settling velocity predicted a sediment retention which was only 5.5% lower than was observed in Wetland 1 and only 2.1% lower than was observed in Wetland 2. These values are much lower than the 76-99% sediment retention that was found by Hey et al (1994b) for a similar experimental wetland system in Illinois. Low removal efficiency of the wetland could result from biological activity, including carp and muskrats, within the basin that causes resuspension of the surface sediments or erosion of deeper sediments.…”
Section: Comparison With Model Outcome and Sediment Budgetcontrasting
confidence: 41%
“…The magnitude of this production is often much larger than that associated with incoming and departing flows. For example, a 2.3-ha cattail marsh in Illinois, constructed to retain river-borne sediments, trapped 143 gm -2 of total suspended solids (TSS) during the 1991 growing season, based on inflow-outflow (I/O) measurements (Hey et al, 1994). However, sedimentation traps operated over the same period, which were designed to prevent resuspension, trapped 1200 gm -2 (Fennessy et al, 1994).…”
Section: B Sedimentation and Entrainmentmentioning
confidence: 99%
“…Percent removals of NO~-N from surface-flow marshes tabulated in Kadlec and Knight (1996) ranged from 55 to 92%, although the areal denitrification rates only ranged from 0.02 to 0.20 g N-m-Z.d -~ (calculated from their table 13-5). Hey et al (1994) reported TN removal rates of 0.019-0.25 g N-m-2-d -~ for wetlands receiving river water: Hosomi et al (1994) reported a long-term removal rate of 0.13 g N.m-2-d -~ for a wetland receiving residential greywater; Van Oostrom and Cooper (1990) reported 1.3 g N.m Z-d L for a wetland receiving high-strength wastewater from a meat processing facility; and Home (1995) reported even higher denitrification rates (->5 g N.m -~.d -1) for the Prado wastewater treatment wetlands. Additional data in the grey literature ranged from 0.63-1.0 g N-m Z-d~ (Horne 1995).…”
Section: Nh) Volatilizationmentioning
confidence: 99%
“…Primary wastewater treatment removes the bulk of the solids in domestic sewage, and secondary wastewater treatment removes biochemical oxygen demand and residual solids, but the removal of nutrients requires further treatment and is expensive using conventional engineering approaches. Constructed wetlands have been shown to remove nutrients, especially N (e.g., Gersberg et al 1986, Hey et al 1994, Home 1995, Kadlec and Knight 1996 and have recently become more popular for use in municipal wastewater treatment. We investigated the ability of a surface-flow constructed wetland to remove N from municipal sewage in northern California, USA.…”
Section: Introductionmentioning
confidence: 99%