| Literature DB >> 35248908 |
Ananda Tiwari1, Anssi Lipponen2, Anna-Maria Hokajärvi3, Oskari Luomala4, Anniina Sarekoski5, Annastiina Rytkönen6, Pamela Österlund7, Haider Al-Hello8, Aapo Juutinen9, Ilkka T Miettinen10, Carita Savolainen-Kopra11, Tarja Pitkänen12.
Abstract
Wastewater-based surveillance is a cost-effective concept for monitoring COVID-19 pandemics at a population level. Here, SARS-CoV-2 RNA was monitored from a total of 693 wastewater (WW) influent samples from 28 wastewater treatment plants (WWTP, N = 21-42 samples per WWTP) in Finland from August 2020 to May 2021, covering WW of ca. 3.3 million inhabitants (∼ 60% of the Finnish population). Quantity of SARS-CoV-2 RNA fragments in 24 h-composite samples was determined by using the ultrafiltration method followed by nucleic acid extraction and CDC N2 RT-qPCR assay. SARS-CoV-2 RNA signals at each WWTP were compared over time to the numbers of confirmed COVID-19 cases (14-day case incidence rate) in the sewer network area. Over the 10-month surveillance period with an extensive total number of samples, the detection rate of SARS-CoV-2 RNA in WW was 79% (including 6% uncertain results, i.e., amplified only in one out of four, two original and two ten-fold diluted replicates), while only 24% of all samples exhibited gene copy numbers above the quantification limit. The range of the SARS-CoV-2 detection rate in WW varied from 33% (including 10% uncertain results) in Pietarsaari to 100% in Espoo. Only six out of 693 WW samples were positive with SARS-COV-2 RNA when the reported COVID-19 case number from the preceding 14 days was zero. Overall, the 14-day COVID-19 incidence was 7.0, 18, and 36 cases per 100 000 persons within the sewer network area when the probability to detect SARS-CoV-2 RNA in wastewater samples was 50%, 75% and 95%, respectively. The quantification of SARS-CoV-2 RNA required significantly more COVID-19 cases: the quantification rate was 50%, 75%, and 95% when the 14-day incidence was 110, 152, and 223 COVID-19 cases, respectively, per 100 000 persons. Multiple linear regression confirmed the relationship between the COVID-19 incidence and the SARS-CoV-2 RNA quantified in WW at 15 out of 28 WWTPs (overall R2 = 0.36, p < 0.001). At four of the 13 WWTPs where a significant relationship was not found, the SARS-CoV-2 RNA remained below the quantification limit during the whole study period. In the five other WWTPs, the sewer coverage was less than 80% of the total population in the area and thus the COVID-19 cases may have been inhabitants from the areas not covered. Based on the results obtained, WW-based surveillance of SARS-CoV-2 could be used as an indicator for local and national COVID-19 incidence trends. Importantly, the determination of SARS-CoV-2 RNA fragments from WW is a powerful and non-invasive public health surveillance measure, independent of possible changes in the clinical testing strategies or in the willingness of individuals to be tested for COVID-19.Entities:
Keywords: Community sewage; Coronavirus; National surveillance; RT-qPCR assay; Wastewater-based epidemiology
Mesh:
Substances:
Year: 2022 PMID: 35248908 PMCID: PMC8865022 DOI: 10.1016/j.watres.2022.118220
Source DB: PubMed Journal: Water Res ISSN: 0043-1354 Impact factor: 11.236
Wastewater influent samples collected at the 28 WWTPs between 3 August 2020 and 31 May 2021, Finland.
| WWTP, location | N | 24h-composite sampling | Industrial WW | 24-h WW influent volume | Temperature, Median | Transit time (days) | TSS (mg/l) | ||
|---|---|---|---|---|---|---|---|---|---|
| Method | Interval | Proportion, % | Mean ± SE, * | At WWTP,°C | After transit,°C | Median | Mean | ||
| Viikinmäki, Helsinki | 42 | Flow/time | 3x/10000 m3/ 20 min | 7 | 34 160±1 000 | 13.7 | 10.8 | 1 | 298.6 |
| Suomenoja, Espoo | 22 | Flow | 750 m3 | 5 | 27 760±1 190 | 13.4 | 8.9 | 1 | 295.5 |
| Kakolanmäki, Turku | 42 | Flow | 990 (700-1500) m3 | 15 | 26 780±1 530 | 12.1 | 10.7 | 1 | 293.6 |
| Taskila, Oulu | 41 | Time | 38 min | NA | 25 880±770 | 9.1 | 10.4 | 1 | 475.5 |
| Viinikanlahti, Tampere | 41 | Flow | NA | NA | 33 320±850 | 16.2 | 10.2 | 1 | 437.8 |
| Nenäinniemi, Jyväskylä | 21 | Flow | 280 (150-550) m3 | 10 | 23 610±1 110 | 11.5 | 11.2 | 1 | 740.5 |
| Luotsinmäki, Pori | 21 | Flow | 250 m3 | 10 | 26 880±860 | 10.4 | 11.1 | 2 | NA |
| Mussalo, Kotka | 21 | Flow | NA | 13 | 30 560±2 080 | 12.4 | 9.9 | 2 | 390 |
| Kuhasalo, Joensuu | 21 | Flow | 110 (100-200) m3 | 20 | 20 490±920 | 10.4 | 10.6 | 1 | 280.7 |
| Lehtoniemi, Kuopio | 42 | Flow/time | 1 100 m3 / 60 min | NA | 24 540±730 | 11.1 | 10.4 | 1 | 460 |
| Pått, Vaasa | 22 | Flow | 2 000 m3 | NA | 27 260±1 450 | 11.6 | 9.0 | 1.5 | NA |
| Mäkikylä, Kouvola | 22 | Flow | NA | 4.4 | 37 280±2 940 | 10 | 9.6 | 1 | 304.7 |
| Paroinen, Hämeenlinna | 21 | Flow | 540 (500-800) m3 | NA | 25 470±1 170 | 9.5 | 11.0 | 1 | NA |
| Kariniemi, Lahti (I) | 21 | Flow | 180 m3 | 15 | 27 670±1 320 | 13.5 | 10.4 | 1 | 289.2 |
| Toikansuo, Lappeenranta | 21 | Time | 10 min | 10 | 24 290±1 100 | 10 | 9.4 | 1 | 454.7 |
| Ali-Juhakkala, Lahti (II) | 21 | Flow | 150 m3 | 12 | 23 210±1 230 | 13.1 | 10.8 | 1 | 430 |
| Alakorkalo, Rovaniemi | 21 | Flow | 1 m3 | NA | 32 150±1 260 | 9.1 | 11.7 | 1 | NA |
| Keskuspuhdistamo, Salo | 21 | Flow | 60 m3 | NA | 41 330±13 080 | 9.2 | 9.7 | 1 | NA |
| Keskuspuhdistamo, Seinäjoki | 21 | Flow | 400 m3 | NA | 38 270±2 450 | 10 | 10.4 | 2 | 237.3 |
| Kenkäveronniemi, Mikkeli | 21 | Flow | 50 m3 | NA | 24 010±1 590 | 11.6 | 10.8 | 1 | 540.8 |
| Maanpäänniemi, Rauma | 21 | Flow | 340 (250-500) m3 | 20 | 28 250±1 010 | 7.5 | 10.0 | 1 | NA |
| Hopeakivenlahti, Kokkola | 21 | Time | 15 min | 0 | 28 100±1 650 | 9.3 | 9.6 | 2 | 189.7 |
| Peuraniemi, Kajaani | 21 | Time | 80 min | 1.5 | 32 050±1 980 | 10.5 | 13.0 | 2 | 436.7 |
| Alheda, Pietarsaari | 22 | Time | 15 min | NA | 32 390±1 840 | 8.6 | 10.0 | 2 | 320 |
| Peurasaari, Kemi | 21 | Flow/time | 50 ml / 10 min | NA | 43 660±3 660 | 6.8 | 10.4 | 2 | 158.3 |
| Pihlajaniemi, Savonlinna | 21 | Time | 30 (20-40) min | NA | 33 910±2 170 | 8.2 | 12.0 | 1 | 197.9 |
| Lotsbroverket, Maarianhamina | 21 | Flow | 50 m3 | 30 | 27 870±2 250 | 9.9 | 11.2 | 2 | NA |
| Nummela, Vihti | 21 | Flow | 20 m3 | NA | 17 600±470 | 11.7 | 10.2 | 2 | 486 |
| Total | 693 | 10.3 (0-30) | 29 230±540 | 11.3 | 10.4 | 1 | 375.9 | ||
*m3/100 000 population; measured during the sampling events; SE; standard error. Fig. S3 shows the wastewater inflow volumes of the WWTPs without and with population normalization. N; number of samples. TSS; total suspended solids. NA; not available.
Fig. 1Total daily reported COVID-19 cases in the municipalities covered in the national wastewater sample collection (for the list of municipalities, see Table S1).
Detection and quantification rates of SARS-CoV-2 RNA (N2-assay) analyzed from wastewater at 28 WWTPs in the groups of reported new COVID-19 case incidence rates in the corresponding sewer network area in Finland over a surveillance period of 10-months (3 August 2020 to 31 May 2021).
| Reported incidences (/100, 000 persons) | Total samples included | N2 assay >LOD | N2 assay >LOQ | |||
|---|---|---|---|---|---|---|
| Interval | Geometric mean cases | No of samples positive (n) | Positive rate (%) | No of samples positive (n) | Positive rate (%) | |
| 0 | 0 | 39 | 6 | 15 | 1 | 3 |
| 0.01-2.50 | 1.6 | 20 | 6 | 30 | 0 | 0 |
| 2.50-3.64 | 3.01 | 20 | 5 | 25 | 0 | 0 |
| 3.64-4.76 | 4.39 | 20 | 6 | 30 | 1 | 5 |
| 4.76-6.67 | 5.53 | 20 | 10 | 50 | 0 | 0 |
| 6.67-8.90 | 7.96 | 20 | 8 | 40 | 0 | 0 |
| 8.90-11.64 | 10.23 | 20 | 14 | 70 | 1 | 5 |
| 11.64-14.29 | 13.05 | 20 | 16 | 80 | 0 | 0 |
| 14.29-16.39 | 15.23 | 20 | 14 | 70 | 0 | 0 |
| 16.39-17.50 | 17.07 | 20 | 13 | 65 | 0 | 0 |
| 17.50-20.47 | 18.91 | 20 | 16 | 80 | 0 | 0 |
| 20.47-22.95 | 21.63 | 20 | 17 | 85 | 2 | 10 |
| 22.95-27.17 | 25.46 | 20 | 17 | 85 | 0 | 0 |
| 27.17-30.16 | 28.78 | 20 | 19 | 95 | 2 | 10 |
| 30.16-32.79 | 31.65 | 20 | 17 | 85 | 0 | 0 |
| 32.79-38.10 | 35.34 | 20 | 18 | 90 | 2 | 10 |
| 38.10-42.42 | 40.83 | 20 | 19 | 95 | 1 | 5 |
| 42.42-47.27 | 45.09 | 20 | 19 | 95 | 3 | 15 |
| 47.27-52.38 | 49.84 | 20 | 19 | 95 | 3 | 15 |
| 52.38-57.14 | 54.60 | 20 | 17 | 85 | 6 | 30 |
| 57.14-62.86 | 59.72 | 20 | 19 | 95 | 4 | 20 |
| 62.86-74.50 | 69.67 | 20 | 20 | 100 | 5 | 25 |
| 74.50-80.58 | 77.46 | 20 | 20 | 100 | 4 | 20 |
| 80.58-94.49 | 88.12 | 20 | 20 | 100 | 7 | 35 |
| 94.49-100.00 | 96.79 | 20 | 20 | 100 | 7 | 35 |
| 100.00-110.81 | 106.82 | 20 | 20 | 100 | 9 | 45 |
| 110.81-121.21 | 116.36 | 20 | 19 | 95 | 11 | 55 |
| 121.21-137.00 | 126.47 | 20 | 20 | 100 | 13 | 65 |
| 137.00-163.67 | 149.23 | 20 | 20 | 100 | 11 | 55 |
| 163.67-196.50 | 177.96 | 20 | 20 | 100 | 15 | 75 |
| 196.50-238.72 | 220.67 | 20 | 20 | 100 | 14 | 70 |
| 238.72-299.19 | 271.32 | 20 | 20 | 100 | 15 | 75 |
| 299.19-460.70 | 356.81 | 20 | 20 | 100 | 18 | 90 |
| 460.70-767.50 | 521.05 | 14 | 14 | 100 | 10 | 71 |
Reported incidences = 14-day sum /100, 000 persons. >LOD = Samples with SARS-CoV-2 GC more than limit of detection with N2-assay. >LOQ = Samples with SARS-CoV-2 GC more than limit of quantification with N2-assay.
Fig. 2Relationship between COVID-19 incidence and the detection and quantification rates of SARS-CoV-2 RNA determined using N2-assay in wastewater (the data points presented in Tables 2 and S6).
Fig. 3Fourteen-day COVID-19 incidence rate thresholds in the sewer network area covered by national surveillance in Finland required for wastewater-based SARS-CoV-2 detection and quantification estimated with logistic regression (the equations presented in Table S5).
Reported COVID-19 cases in the sewer network areas, wastewater-based SARS-CoV-2 detection and quantification rates, SARS-CoV-2 gene copies enumerated with N2-assay, and linear regression analysis of 14-day moving sum as a dependent variable and flow-corrected SARS-CoV-2 gene copies/day/100 000 persons (SARS-CoV-2), sample temperature after transport (T), and sample processing delay (D) as explaining variables in A) large and B) small WWTPs, serving population above and below 63 500 inhabitants, respectively, out of the 28 WWTPs included in a 10-month national surveillance period in Finland.
| WWTP (Location, N) | COVID-19 incidence (14-DMS / 100,000 persons) | Population served (coverage) | SARS-CoV-2 in wastewater (N2-assay) | SARS-CoV-2 copy number /day/person; N2-assay (Log10) | Linear regression | |||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Mean±SE | Median | Detection rate | Quantification rate, % | Mean ± SE | Median | R2-value (n) | ||||||
| 0.52 | 0.36 | |||||||||||
| 0.18 | 0.49 | |||||||||||
| 0.71 | 0.09 | |||||||||||
| Mean ( | 70.6±4.1 | 40.5 | 2 676 000 (0.77) | 80 (+5) | 30 | 6.15 ±0.06 | 5.50 | NA | NA | NA | NA | NA |
| Mean ( | 35.8±2.8 | 21.4 | 635 000 (0.77) | 62 (+8) | 12 | 5.81±0.06 | 5.47 | NA | NA | NA | NA | NA |
N; Total number of samples, 14DMS= 14-days moving sum, SE = standard error, mean = arithmetic mean, n; number of samples exhibiting results above the limit of detection (LOD), -; no quantitative data, NA, not applicable; ND, no variation in transit delay.
Additional detection rate of uncertain results given in parenthesis.
Explanatory value of WW SARS-CoV-2 GC, temperature and time in transit were considered together in determining COVID-19 incidence rate. Statistically significant p-value in bold with *.
Fig. 4The trend of SARS-CoV-2 RNA (GC/day/person) in WW samples and COVID-19 incidence (per 100 000 persons). Sample dots with (-) denote SARS-CoV-2 was not detected, (+) denotes that the detection was uncertain, (*) denotes detected, but below quantification limit (LOQ). (A) City areas (Helsinki, Espoo, Turku, Hämeenlinna) with quantification rate (QR) 48–79%. (B) City areas (Jyväskylä, Tampere, Lahti II, Vihti) with QR 30–38%. (C) City areas (Mikkeli, Lahti I, Salo, Vaasa) with QR 18–29%. (D) City areas (Kuopio, Oulu, Rauma, Maarianhamina) with QR 14–17%. (E) City areas (Kokkola, Kouvola, Pietarsaari, Savonlinna) with QR 9–10%. (F) City areas (Kajaani, Kotka, Pori, Lappeenranta) with QR 0–5%. (G) City areas (Rovaniemi, Joensuu, Kemi, Seinäjoki) with QR 0%. Caution: the Y-axis of each graph is different, and the x-axis is the same. Samples with arrival temperature higher than 15 °C (C) and transportation delay more than or equal to three days (D) are shown.