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. 2022 Jan 15;17:3. doi: 10.1186/s40793-022-00398-1

Table 1.

UV-treated final effluent water quality parameters of the North End Sewage Treatment Plant

Sampling time Mean Standard deviation
Oct-22-2019 (T1) Nov-28-2019 (T2) Dec-18-2019 (T3) Feb-6-2020 (T4)
pH 7.12 6.81 6.79 6.99 6.93 0.14
Turbidity (NTU) 12.25 4.2 6.3 9.2 7.99 3.03
TSS (mg/L) 19.5 6 10 18 13.38 5.58
BOD (mg/L) 19.5 13 18 26 19.13 4.64
COD (mg/L) 51.5 66 94 89 75.13 17.25
TN (mg/L) 15.4 40.7 49.8 50.5 39.1 14.22
TP (mg/L) 1.67 3.43 1.69 1.69 2.12 0.76
TOC (mg/L) 19.8 21.2 29.6 34.4 26.25 6.02
Precipitation (mm)* 4.8 0 1 1.6 1.85 1.8
Grab temperature (°C) 13.4 14.1 14.1 12.7 13.6 0.7
E. coli (counts/100 mL) 60 60 90 1080 322.5 437.51

TSS, total suspended solids; BOD, biochemical oxygen demand; COD, chemical oxygen demand; TN, total nitrogen; TP, total phosphorus; TOC, total organic carbon

*Cumulative amount of rainfall over three days

Parameters measured the day before and the day after were averaged and used to estimate parameters of sample date