Citation: Vasilie, S.; Vitan, L.-D.;
Tudoran, C.-A.; Manea, F. Flexible
Electroflotocoagulation Reactor: New
Design and Testing in Treatment of
Real Surface Water. Water 2022, 14,
2990. https://doi.org/10.3390/
w14192990
Academic Editor: Alexandre
T. Paulino
Received: 12 August 2022
Accepted: 18 September 2022
Published: 23 September 2022
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water
Article
Flexible Electroflotocoagulation Reactor: New Design and
Testing in Treatment of Real Surface Water
Sergiu Vasilie
1
, Liviu-Danut Vitan
2,3
, Constantin-Adrian Tudoran
3
and Florica Manea
1,
*
1
Department of Applied Chemistry and Engineering of Inorganic Compounds and Environment,
Politehnica University of Timisoara, 300223 Timisoara, Romania
2
Department of Electrical Engineering, Politehnica University of Timisoara, 300223 Timisoara, Romania
3
Department of Design and Research, BeeSpeed Automatizari Ltd., 307221 Chisoda, Romania
* Correspondence: florica.manea@upt.ro
Abstract: A novel continuous and flexible electroflotocoagulation (EFC) reactor was built using
concentric cylindrical Al and Fe electrodes, which can be operated either as anodes or cathodes linked
to a DC connection. The reactor was operationally assessed related to various cell configurations that
assured the required stages of coagulant dosage, mixing, reaction, and settling or flotation. The effects
of several design variables and operational parameters (such as the electrode position that determines
the reactor configuration, current density (i), flow rate (F), and the electrode area-treated volume ratio
(Sel/V)) on the specific energy consumption versus the aluminum dose and charge loading rate were
investigated. The most energy-efficient cell configuration using an aluminum anode and iron cathode
was tested for the treatment of surface water (Bega river, Timisoara city, Romania) rich in hydrophobic
natural organic matter (8.3 mg C·L
-1
and specific UV absorbance parameter of 3.9 L·m
-1
·mg
-1
) and
with a high turbidity of 92 NTU, under flood conditions. The best results that assured 97% turbidity
removal, 87% for absorbance recorded at 254 nm, and 60% for DOC removal, through enhanced
electroflotocoagulation, were achieved for an operational current density of 10 A·m
-2
with specific
energy and electrode consumption of 0.1 kW h·m
-3
and 0.017 kg Al·m
-3
, respectively.
Keywords: flexible electrochemical reactor; electroflotocoagulation; water treatment; aluminum
anode; iron cathode
1. Introduction
Electroflotocoagulation (EFC) reactors have been built in a variety of configurations,
each being characterized by its own set of advantages and disadvantages, with different
degrees of treatment ability. The performance assessment of different reactor configurations
is very difficult because the reactor geometry affects the main operational parameters,
including floc formation bubble path and size, fluid flow regime, and mixing or settling
characteristics via the current density and cell voltage [1–3].
An EFC unit can be operated by two approaches. Sometimes, an EFC unit is used
simply as a replacement for chemical dosing systems and does not always take advantage
of the electrolytic gases produced and floc formation in the electrocoagulation process. In
this situation, the downstream units for reaction and settling are required to generate and
remove the pollutants containing sludge from the water. However, a complete unitary
system consisting of an in situ dosage of reagents, mixing, reaction, and sludge settling can
be considered for designing an EFC reactor.
Aluminum- or iron-based electrodes are commonly used in EFC units for wastewater
or water treatment and various electrode geometries, e.g., horizontal [4,5], vertical [6], or
cylindrical [7], in accordance with the reactor configuration, and different operation modes
(batch or continuous) have been tested. In batch operation mode, the horizontal anode
of iron reportedly allowed high efficiency for arsenic removal from real groundwater [4]
and 70% of total organic carbon has been removed from surface water through aluminum
Water 2022, 14, 2990. https://doi.org/10.3390/w14192990 https://www.mdpi.com/journal/water