Evaluation of dissolved oxygen sinks in water-stirring setups used in reaeration experiments

Dissolved oxygen (DO) is an essential parameter of water quality, and the surface reaeration process (K2) is the main source of DO in aquatic ecosystems. On a laboratory scale, reaeration measurements are performed using water-stirring setups (WSSs), but possible physical DO sinks are not considered...

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Bibliographic Details
Main Authors: Da Luz, M.S (Author), De S. Ferreira, M. (Author), De S. I. Goncalves, J.C (Author), Pinheiro, H.D (Author), Silveira, A. (Author)
Format: Article
Language:English
Published: IWA Publishing 2022
Subjects:
Online Access:View Fulltext in Publisher
LEADER 02757nam a2200469Ia 4500
001 10.2166-wst.2022.081
008 220510s2022 CNT 000 0 und d
020 |a 02731223 (ISSN) 
245 1 0 |a Evaluation of dissolved oxygen sinks in water-stirring setups used in reaeration experiments 
260 0 |b IWA Publishing  |c 2022 
856 |z View Fulltext in Publisher  |u https://doi.org/10.2166/wst.2022.081 
520 3 |a Dissolved oxygen (DO) is an essential parameter of water quality, and the surface reaeration process (K2) is the main source of DO in aquatic ecosystems. On a laboratory scale, reaeration measurements are performed using water-stirring setups (WSSs), but possible physical DO sinks are not considered in the WSSs. This paper aimed to assess the presence of physical DO sinks in WSSs. The experiments were carried out in four WSSs: circular hydraulic channel (CHC); straight hydraulic channel (SHC); turbine-stirred tank (TST); and oscillating grid tank (OGT). The physical DO sink was estimated by inserting a first-order term (K3, day-1) in the classic equation of DO balance. All WSSs presented physical DO sinks during the reaeration experiments: SHC (mean K3 = 4.58 day-1).TST (mean K3 = 1.30 day-1).CHC (mean K3 = 1.12 day-1). OGT (mean K3 = 0.13 day-1). Physical DO sinks were originated from low-pressure zones located in WSSs, which was confirmed by the negative correlation (r=-0.78) between K3 and the static pressure in the suction pipeline of the SHC. This study presented additional information about identifying, and quantifying, physical DO sinks in WSSs, which are essential to produce a correct estimation of the K2. © 2022 IWA Publishing. All rights reserved. 
650 0 4 |a aeration 
650 0 4 |a Aeration 
650 0 4 |a Aquatic ecosystems 
650 0 4 |a aquatic self-purification 
650 0 4 |a Aquatic self-purification 
650 0 4 |a Biochemical oxygen demand 
650 0 4 |a Dissolved oxygen 
650 0 4 |a Electric power transmission networks 
650 0 4 |a experimental apparatus 
650 0 4 |a Experimental apparatus 
650 0 4 |a hydraulic channel 
650 0 4 |a Hydraulic channel 
650 0 4 |a Hydraulic motors 
650 0 4 |a oscillating grid tank 
650 0 4 |a Oscillating grid tank 
650 0 4 |a Oscillating grids 
650 0 4 |a Re-aeration 
650 0 4 |a Self-purification 
650 0 4 |a Stirred Tank 
650 0 4 |a Tanks (containers) 
650 0 4 |a Turbines 
650 0 4 |a turbine-stirred tank 
650 0 4 |a Turbine-stirred tank 
650 0 4 |a Water quality 
700 1 |a Da Luz, M.S.  |e author 
700 1 |a De S. Ferreira, M.  |e author 
700 1 |a De S. I. Goncalves, J.C.  |e author 
700 1 |a Pinheiro, H.D.  |e author 
700 1 |a Silveira, A.  |e author 
773 |t Water Science and Technology