| Literature DB >> 33302066 |
Luka Čurović1, Sonja Jeram2, Jure Murovec3, Tadej Novaković3, Klara Rupnik4, Jurij Prezelj3.
Abstract
Identification of noise sources and their ranking is a crucial part of any noise abatement program. This is a particularly difficult task when a complex source, such as a seaport, is considered. COVID-19 epidemic has had a significant impact on environmental noise related to road, rail, air and ship traffic and provided a unique opportunity to observe immediate noise reduction. In order to identify the noise sources, whose reduction was most effective in reducing noise from the port area, this study compared and quantified noise emissions between the historical and epidemic periods. Environmental noise measurements from three noise monitoring stations at the port boundary were analysed. In addition, noise emissions from ship, road, rail and industry as well as meteorological data in the historical pre - COVID-19 (January 2018-February 2020) and COVID-19 (April 2020) period were analysed in detail. The characteristics of the noise sources mentioned, geographical data and noise measurements were used to develop and validate a noise model of the port area, which was used to calculate noise contour maps. Our results show that the reduction in noise levels observed at all monitoring stations coincides with the reduced shipping traffic. The A weighted equivalent sound pressure levels in the day, evening and night periods were reduced by 2.2 dB to 5.7 dB compared to the long-term averages, and the area of the 55 dB day-evening-night noise contour was reduced by 23%. Compared to the historical period, the number of people exposed to noise levels above 55 dB(A) in the day-evening-night period due to shipping and industrial activities was reduced by 20% in the COVID-19 period. Such results show that environmental noise generated by moored ships is a problem for port cities that should be regulated internationally. In addition, this paper provides precise guidance on noise emission characteristics, ship categorisation and the post-processing of long-term measurement data, taking into account wind conditions and undesired sound events, which can be applied to future research at other locations near shipping ports and used to prepare strategies for noise reduction in ports.Entities:
Keywords: COVID-19; Continuous environmental noise monitoring; Noise mapping; Noise pollution; Port; Slovenia
Mesh:
Substances:
Year: 2020 PMID: 33302066 PMCID: PMC7698826 DOI: 10.1016/j.scitotenv.2020.144147
Source DB: PubMed Journal: Sci Total Environ ISSN: 0048-9697 Impact factor: 7.963
Fig. 1(a) The study area (yellow circle), locations of the noise monitoring terminals - NMTs (red dots) and locations of berths (yellow dots). (b) Road (blue) and rail (orange) network.
Fig. 2Noise immission directivity at ML1 in two different time intervals with individual noise propagation conditions. (a) Situation where background noise influences the measurement results of a specific source. (b) Situation where the specific source is dominant and background noise is not relevant. (c) Acoustic photo.
Average dead weight tonnage (DWT), length (LOA), width, sound power level (LWA) and source height by ship type.
| Ship type | DWT | Length overall (LOA) [m] | Width [m] | Source height [m] | |
|---|---|---|---|---|---|
| Vehicle carrier | 12,325 | 174 | 29 | 115 | 25 |
| Container ship | 22,054 | 180 | 26 | 110 | 25 |
| General cargo ship | 5545 | 97,4 | 16,5 | 100 | 25 |
| Bulk carrier | 30,242 | 154 | 24 | 102 | 25 |
| Oil/chemical tanker | 39,304 | 180 | 29 | 110 | 25 |
| Passenger ship | 6806 | 260 | 33 | 98 | 30 |
Number of ships present per hour in the port of Koper in the day evening and night periods. Hourly numbers are shown for all ships and per each ship type separately for historic pre-COVID-19 and COVID-19 periods (March 2020–June 2020).
| January 2018–February 2020 | March 2020 | April.20 | May 2020 | June 2020 | |
|---|---|---|---|---|---|
| Number of ships present per hour [h−1] | |||||
| All | |||||
| Day | 8,4 | 9,2 | 5,5 | 6,7 | 6,1 |
| Evening | 7,7 | 8,9 | 5,3 | 6,4 | 5,4 |
| Night | 8 | 9 | 5,2 | 6,1 | 5,6 |
| Vehicle carrier | |||||
| Day | 1,2 | 1,4 | 0,6 | 0,7 | 0,9 |
| Evening | 1,3 | 1,3 | 0,5 | 0,6 | 0,8 |
| Night | 1,2 | 1,3 | 0,5 | 0,7 | 0,9 |
| Container ship | |||||
| Day | 1,5 | 1,4 | 1,5 | 1,4 | 1,4 |
| Evening | 1,4 | 1,3 | 1,7 | 1,3 | 1,1 |
| Night | 1,3 | 1,3 | 1,5 | 1,1 | 1,2 |
| General cargo ship | |||||
| Day | 2,2 | 3,4 | 1,9 | 1,2 | 1,8 |
| Evening | 2,1 | 3,2 | 1,8 | 1,1 | 1,6 |
| Night | 2 | 3,3 | 1,7 | 1,1 | 1,7 |
| Bulk carrier | |||||
| Day | 2,1 | 1,7 | 0,9 | 2,4 | 1,2 |
| Evening | 2,1 | 1,8 | 0,9 | 2,3 | 1,1 |
| Night | 2,1 | 1,8 | 0,9 | 2,2 | 1,1 |
| Oil/chemical tanker | |||||
| Day | 0,7 | 0,7 | 0,3 | 0,7 | 0,5 |
| Evening | 0,8 | 0,7 | 0,3 | 0,7 | 0,6 |
| Night | 0,7 | 0,7 | 0,3 | 0,8 | 0,5 |
| Passenger ship | |||||
| Day | 0,2 | 0 | 0 | 0 | 0 |
| Evening | 0,1 | 0 | 0 | 0 | 0 |
| Night | 0 | 0 | 0 | 0 | 0 |
Fig. 3(a) Monthly LAeq,22:00–06:00 noise levels and the number of ships per hour present in the port for NMT3. (b) Correlation between monthly noise levels for the night period at NMT3 (LAeq,22:00–06:00) and the number of ships per hour present in the port. The data for other locations and time periods shows similar ship traffic against noise dependency.
Spatial distribution of ships in the historic and April 2020 (in parenthesis) periods.
| Location | Berth 1.1 | Berth 1.2 | Berth 3 | Berth 4 | Berth 5 | Berth 6 |
|---|---|---|---|---|---|---|
| Vehicles carrier | 16% (10%) | 43% (30%) | – | 1% (10%) | 26% (20%) | 14% (30%) |
| Container ships | – | – | 100% (100%) | – | – | |
| General cargo | 12% (8%) | 16% (8%) | 3% (0%) | 43% (36%) | 24% (32%) | 2% (16%) |
| Bulk carrier | 2% (20%) | 1% (0%) | – | 22% (80%) | 10% (0%) | 65% (0%) |
| Oil/chemical tanker | – | – | – | 14% (0%) | 86% (100%) | – |
| Passenger ships | 87% (0%) | 13% (0%) | – | – | – | – |
Road traffic intensity in the historic period and lengths of the road sections. Road network is shown in Fig. 1b where road sections can be identified by their ID.
| ID of the road section | Road section length [m] | Hourly vehicle number (light/heavy) [h−1] | ||
|---|---|---|---|---|
| Day | Evening | Night | ||
| a | 307 | 242/66 | 81/40 | 27/5 |
| b | 231 | 52/8 | 9/3 | 4/1 |
| c | 570 | 57/12 | 13/8 | 6/1 |
| d | 214 | 55/10 | 12/6 | 6/1 |
| e | 503 | 313/89 | 102/55 | 33/7 |
| f | 652 | 201/54 | 77/32 | 26/2 |
| g | 677 | 123/41 | 40/25 | 12/3 |
| h | 425 | 88/25 | 29/11 | 9/1 |
| i | 262 | 476/139 | 146/83 | 50/10 |
| j | 108 | 453/137 | 142/82 | 46/10 |
| k | 386 | 98/23 | 32/15 | 13/1 |
| l | 487 | 108/31 | 35/19 | 12/2 |
| m | 276 | 81/22 | 19/14 | 9/2 |
| n | 407 | 86/27 | 29/16 | 9/2 |
| o | 522 | 493/145 | 154/86 | 52/11 |
| p | 461 | 190/44 | 62/25 | 21/2 |
| q | 753 | 182/51 | 57/30 | 18/4 |
| r | 241 | 437/121 | 145/72 | 45/9 |
| s | 553 | 83/22 | 21/12 | 10/2 |
Rail traffic intensity, type and length of track sections in the historic period and lengths of the road sections.
| ID | Hourly unit quantity [h−1] (Cat5/Cat4) | Type of track [−] | Length of the emission route [m] |
|---|---|---|---|
| I | 0,8/8,7 | A | 1992 |
| II | 3,6/43,5 | A | 156 |
| III | 0,8/8,7 | B | 1050 |
| IV | 0,8/8,7 | A | 890 |
| V | 1,5/17,4 | A | 677 |
| VI | 1,5/17,4 | B | 198 |
| VII | 0,8/8,7 | A | 1053 |
| VIII | 0,2/2,6 | B | 440 |
| IX | 0,5/6,1 | B | 1238 |
| X | 0,8/8,7 | B | 926 |
| XI | 0,8/8,7 | B | 921 |
| XII | 0,8/8,7 | C | 188 |
A – Embedded rail. More than 2 switches per 100 m.
B – Embedded rail. Track with joints.
C - Embedded rail. 2 switches per 100 m.
Fig. 4Windrose in Koper for the periods Jan 2018 to Feb 2020 and April 2020.
Meteorological conditions.
| January 2018–May 2020 | March 2020 | April 2020 | May 2020 | June 2020 | |
|---|---|---|---|---|---|
| Day | |||||
| Unfavourable | 88,9% | 76,6% | 84,4% | 83,3% | 99,4% |
| Favourable | 11,1% | 23,4% | 15,6% | 16,7% | 0,6% |
| Evening | |||||
| Unfavourable | 91,2% | 82,3% | 85,0% | 92,7% | 99,2% |
| Favourable | 8,8% | 17,7% | 15,0% | 7,3% | 0,8% |
| Night | |||||
| Unfavourable | 1,1% | 1,2% | 0,0% | 0,0% | 1,3% |
| Favourable | 98,9% | 98,8% | 100,0% | 100,0% | 98,8% |
Average noise levels during the historical (January 2018–February 2020) period and March, April, May and June 2020 periods.
| Noise monitoring terminal/noise level [dB] | January 2018–February 2020 | March 2020 | April 2020 | May 2020 | June 2020 |
|---|---|---|---|---|---|
| NMT1 | |||||
| 52.9 ± 0.6 | 52.0 ± 0.7 | 49.7 ± 0.7 | 50.8 ± 0.7 | 51.5 ± 0.7 | |
| 50.9 ± 0.6 | 48.9 ± 0.7 | 47.0 ± 0.7 | 47.0 ± 0.7 | 49.5 ± 0.7 | |
| 48.4 ± 0.6 | 47.5 ± 0.7 | 46.2 ± 0.7 | 46.0 ± 0.7 | 47.0 ± 0.7 | |
| 55.9 ± 0.4 | 54.9 ± 0.5 | 53.3 ± 0.5 | 53.4 ± 0.5 | 54.5 ± 0.5 | |
| NMT2 | |||||
| 62.4 ± 0.6 | 61.9 ± 0.7 | 59.3 ± 0.7 | 61.6 ± 0.7 | 60.5 ± 0.7 | |
| 61.8 ± 0.6 | 61.1 ± 0.7 | 59.4 ± 0.7 | 60.9 ± 0.7 | 60.3 ± 0.7 | |
| 61.2 ± 0.6 | 60.5 ± 0.7 | 58.0 ± 0.7 | 60.2 ± 0.7 | 59.5 ± 0.7 | |
| 67.8 ± 0.4 | 67.2 ± 0.5 | 64.8 ± 0.5 | 66.9 ± 0.5 | 66.1 ± 0.5 | |
| NMT3 | |||||
| 52.6 ± 0.6 | 51.8 ± 0.7 | 49.3 ± 0.7 | 50.2 ± 0.7 | 52.9 ± 0.7 | |
| 50.5 ± 0.6 | 49.2 ± 0.7 | 46.2 ± 0.7 | 45.8 ± 0.7 | 51.5 ± 0.7 | |
| 49.0 ± 0.6 | 48.5 ± 0.7 | 43.3 ± 0.7 | 46.2 ± 0.7 | 50.3 ± 0.7 | |
| 56.2 ± 0.4 | 55.5 ± 0.5 | 51.3 ± 0.5 | 53.3 ± 0.5 | 57.2 ± 0.5 | |
Fig. 5Comparison between calculated and measured noise levels at (a) NMT1, (b) NMT2 and (c) NMT3. (d) Wind velocity and LAeq,1h noise levels at NMT3 on 11.12.2019.
Fig. 6Spatial distribution of night ((a) and (b)) and day-evening-night ((c) and (d)) A-weighted noise levels. Noise maps are shown for historical Jan 2018 to Feb 2020 period and for April 2020 when the lowest noise levels were measured (green: <40. Yellow: 40 dB–55 dB. Red: >55 dB).
Noise exposure in the historic and April 2020 (in parenthesis) periods.
| Noise source | Number of people exposed to | Number of schools exposed to | ||
|---|---|---|---|---|
| Ship and industrial noise | 423 (336) | 461 (381) | 1 (1) | 1 (1) |
| Road traffic noise | 0 (0) | 149 (134) | 0 (0) | 0 (0) |
| Rail traffic noise | 0 (0) | 0 (0) | 0 (0) | 0 (0) |