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Evaluating the Performance of Horizontal Subsurface Flow Constructed Wetlands Using Natural Zeolite (escott)

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Figure

Fig.1.  Experimental layout
Fig.3. TN removal for both units at 4, 3 and 2 days of HRT
Table 3: Statistics of overall influent and effluent concentrations and removal efficiencies for physiochemical parameters in zeolite (ZU) and gravel (GU) HFCW unit for all HRT

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