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The volume of injection was 15 μL for influent, effluent, and sludge extracts.
This flow rate was selected to facilitate an approximately 12-h residence time for influent water within laboratory columns.
Almost complete BA removal could be achieved for influent carbon loading between 12 and 177 g m−3 h−1.
The maximum COD removal was obtained for influent COD of 641 mg/L and aeration time of 4 h.
However, some studies have indicated that certain strains of bioluminescent bacteria are not appropriate for influent toxicity screening for wastewater treatment plants.
In this work a late lumping approach is used in order to design a state feedback linearizing controller for influent disturbance attenuation and regulating the nitrogen concentration at the output of a denitrification biofilter.
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It is assigned 3 days adaptation for changing influent COD, for determining kinetic coefficient (Kd, Y) in various sludge detention times (5, 10, 15, 20, 25 days), 1 week for changing sludge detention time (equal to 21 cycles), and 1 week for changing p NP concentration.
These two time series serve as inputs to a conceptual sewer model for generation of influent time series.
The pH of the effluent increases for acidic influent after electro-coagulation and decreases for alkaline influent.
Each of the two flow directions held drillings for three influent streams (Ø = 200 μm for the sample fluid, and Ø = 300 μm for the guiding streams) and one effluent stream (Ø = 300 μm).
Same trend was observed for the influent concentration of 4,680, 3,220 and 1,560 mgCOD/L.
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