Engenharia Agrícola · 2018 · 13 citations · 13 references
EngineeringEnvironmental EngineeringWater Resources ManagementWastewater TreatmentWater ConservationWater TreatmentConstructed WetlandsWater-use EfficiencyWetland EngineeringWetland FunctionWetland ManagementDetention TimeHorizontal Flow WetlandsNutrient Removal In WetlandsOrganic Load ReductionOrganic Load RemovalSubsurface Flow WetlandsSubsurface Horizontal Flow WetlandsVolumetric Flow Rate
We aimed to evaluate the efficiency of six different horizontal subsurface flow constructed wetlands (HSSF-CWs), with different substrates (gravel and crushed PET bottles), which also varied in relation to the presence and arrangement of plant species (elephant grass and Tifton 85 bermudagrass) in the removal of pollutants from a bulk milk cooling tank (MTWW). Each bed was fed at a flow rate of 0.18 m3 d-1 and average organic load rate (OLR) of 318 kg ha-1 d-1 of BOD5, with hydraulic detention time (HRT) of 1.84 days in the gravel-filled HSSF-CWs (CWS-G) and 2.97 days in the PET-filled HSSF-CWs (CWs-P). The CWs-P were as efficient as the CWs-G in the removal of BOD5, COD, Total-P, and K-Total, being in some cases even more effective (turbidity, TS, TSS and Na). The gravel, on the other hand, provided greater removals of Total-N from the MTWW. In the non-cultivated CWs and those cultivated with elephant grass, in its first half and Tifton 85 grass in its second half, there were higher average efficiencies in COD and TSS removal sand, in the latter, the highest average removal of Total-N.
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Cristina Sousa Coutinho Calheiros, Vânia S. Bessa, Raquel B.R. Mesquita et al. · Ecological Engineering · 2015 · 120 citations
Engineering, Environmental Engineering, Environmental Sciences +16