The phrase "artificial aeration" is correct and usable in written English.
It can be used in contexts related to environmental science, agriculture, or aquaculture, referring to the process of increasing oxygen levels in a medium artificially.
Example: "The artificial aeration of the pond helped improve the health of the fish by ensuring they had enough oxygen to thrive."
Alternatives: "mechanical aeration" or "forced aeration".
A full scale comparison of a newly commissioned artificially aerated horizontal subsurface flow constructed wetland and a non-aerated bed of identical design was conducted to determine the efficacy of artificial aeration on tertiary nitrification.
However, no significant influence of artificial aeration or AP on TP removal was observed.
The highest strength was treated with and without artificial aeration of the VFCW of each configuration.
These results suggest that artificial aeration combined with step-feeding could achieve high nitrogen removal in HSFCWs.
The results confirmed the validity of the applied computational fluid dynamic in artificial aeration; based on the simulated results, the effect of aeration can be predicted.
Artificial aeration was begun in 2010 to improve the oxygen conditions in the hypolimnion and to inhibit the internal P loading.
In this paper, temperature was chosen as an indicator, and the CFD method was applied in modelling of artificial lake aeration.
After collection, fish were immediately housed in a temperature-controlled laboratory (14 ± 1 °C) with constant light regime (lights on from 0900 to 1900 hours), and kept in large, glass social-housing tanks (120 × 60 cm and 60 cm high) with artificial plants, aeration and under-gravel filtration.
M. japonicus shrimp (10 15 g body weight) were cultured in groups of 20 individuals in each tank with artificial seawater and aeration.
Penaeus vannamei shrimp with the average size of 3 5 g were acclimatized for 3 days in 15 ppt of artificial seawater with aeration, and were arbitrarily divided into 6 groups (n = 10) with 3 replicates of each group.
Brown squares plotted in Fig. 4 refer to the COD values determined by a separate water purification test at 25 °C using 15 L of artificial waste water under aeration containing 100 mL of milk and porous ceramics (750 g).
