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. 2020 Aug 18;751:141750. doi: 10.1016/j.scitotenv.2020.141750

Table 2.

Key properties of WWTPs sampled.

Acronym WWTP Treatment process Design capacitya
PEdesign [–]
Nominal number of connected residentsb
PEnom [–]
Annual wastewater flow in 2019a [m3/a] Actual wastewater flow on April 8th, 2020b
Qactual [m3/day]
Sample ID and sampling location on April 8th, 2020
KLEM Kläranlage Emscher-mündungc AS 2,400,000 2,228,933 347,602,053 1,159,488 P1 Inflow
P2 Effluent
DU Duisburg-Kaßlerfeld AS 450,000 257,262 33,028,604 82,957 P3 Inflow
E Essen-Süd AS 135,000 119,226 12,543,902 29,695 P4 Inflow
MO Moers-Gerdt AS 250,000 118,018 8,626,863 25,299 P5 Inflow
MG Mönchenglad-bach-Neuwerk AS 632,500 494,077 33,382,628 85,131 P6 Inflow
EUS Euskirchen-Kessenich AS 132,000 69,496 8,213,543 20,285 P7 Inflow
ERFT Bergheim-Kenten AS 120,000 98,898 7,331,398 13,432 P8 Inflow
DN Düren AS 310,000 134,723 20,104,329 54,253 P9 Inflow
P10 Effluent
AC Aachen-Soers AS followed by full-scale ozonation and filtration 458,000 205,000 25,057,198 66,052 P11 Inflow
P12 After tertiary treatment
P13 Effluent after ozonation and filtration

AS: activated sludge treatment, PE: population equivalent.

a

Data from ELWAS (2020).

b

Data provided by operator.

c

WWTP KLEM treats the complete flow of river Emscher. PEnom refers to the complete upstream catchment area, including PEnom of all upstream WWTPs discharging into river Emscher.